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HomeMy WebLinkAbout12-09-2014 Agenda Packetlkwo %/� OCO( florida DECEMBER 9, 2014 CALL TO ORDER Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum ILCONSENT AGENDA AGENDA Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 A. Minutes of the Planning and Zoning Commission Meeting held October 14, 2014 III. OLD BUSINESS IV. NEW BUSINESS A. Kids Community College Public Hearing 1. Preliminary/Final Site Plan B. Inspired Living Assisted Living Facility Public Hearing & Memory Care 1, Preliminary Site Plan V. MISCELLANEOUS A. Project Status Report B. December Calendar VI. ADJOURNMENT City Planner Rumer City Planner Rumer 7:00 PM NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee • 150 North Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 905-3167 • www.ocoee.org ITEM NUMBER II. A. MINUTES OF THE PLANNING AND ZONING COMMISSION MEETING HELD ON OCTOBER 14, 2014 DRAH MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, OCTOBER 14, 2014 CALL TO ORDER Chairman Campbell called the meeting to order at 7:03 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Vice -Chairman McKey, Members de Is Portilla, Dillard, Dunn, Marcotte, Sills, and West. Also present were City Planner Rumer, Principal Planner Fabre, City Attorney Cookson and Recording Clerk Turner. ABSENT: Chairman Campbell and Member Keethler were absent excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, September 9, 2014. Member Sills seconded by Member West moved to accept the minutes of the September 9 2014 Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS - none NEW BUSINESS City Planner Rumor explained that properties subjected to public hearings must be posted for 12 days; however, some of the agenda items were not sufficiently posted as many items were brought on at the last minute. They will, however, be sufficiently posted prior to the City Commission meeting. City Attorney Cookson advised that the public hearings for each agenda item will still need to be opened and closed. Ocoee Pines — Amendment to the PUD/Land Use Plan Principal Planner Fabre gave a brief presentation with exhibits of the proposed project. The Ocoee Pines PUD property includes approximately 101 acres of land and is generally located northwest of Clarcona-Ocoee Road and southeast of Forest Lake Golf Course. The property is currently vacant, wooded and undeveloped. The future land use designation is Low Density Residential and the requested initial zoning classification is Planned Unit Development (PUD). On July 17, 2007, the Ocoee Pines PUD was officially approved by the City Commission with a mixture of single-family residence (SFR) and a Townhome (TH) component. On November 4, 2008, the Final Subdivision Plan (FSP) was approved by the City Commission with 189 SFR and 154 TH units. The site is partially cleared but never finished due to the previous owner/developer defaulting on the FSP project. The Land Use Planning and Zoning Commission Meeting October 14, 2014 Plan originally indicated townhomes on the northeast portion of the PUD; however, due to the current market conditions, the applicant has modified the plan to include only single- family as the primary residential use. As a result, the overall density has been reduced (62 units less) to a total of 281 SFR. Accordingly, the Land Use Plan and Conditions of Approval were amended to reflect the Applicant's request. The following modifications are proposed with this amendment submittal: • No townhome component; • Maximum number of dwelling units 281; • The amended residential lots indicate: Lot Type 1 = 109 (75' x 115') with a minimum living area of 2,000 square feet, and Lot Type II = 172 (50' x 120') with a minimum living area of 1,800 square feet. On October 8, 2014, the DRC met and voted unanimously to recommend approval of the Amendment to the Ocoee Pines PUD, subject to resolution of the remaining staff comments. Discussion The public hearing was opened. The public hearing was closed. Ocoee Pines Parcels A-D — Annexation and Rezoning to PUD Principal Planner Fabre gave a brief presentation with exhibits of the proposed project. The subject parcels (+1-.84 acres) are vacant and undeveloped. In 2006, the surrounding property was re -platted as "Ocoee Pines" and annexed into the City of Ocoee. The subject parcels were not included as part of the Ocoee Pines annexation completed in 2006 because of lack of ownership at that time. The subject parcels are now owned by the Ocoee Pines (JTD Land at Ocoee, LLC) developers and are being requested be part of the existing Ocoee Pines PUD. The parcels are considered contiguous to the City. Planning and Zoning Commission Meeting October 14, 2014 The ApplicantlOwner has requested a City of Ocoee zoning designation of PUD, which is consistent with the zoning of adjacent properties. The PUD designation is consistent with the adopted future land use designation of Low Density Residential. Mr. Fabre continued by explaining that parcel A is a remnant of a right-of-way of the former row of South Park Row; parcel B is a remnant of a right-of-way of the former row of Jay Street; parcels C and D were old historic lots. Discussion Member Marcotte inquired if parcels A & B were vacated City right-of-ways. Mr. Fabre explained that the right-of-ways were part of the original plat and never developed. City Attorney Cookson explained that the parcels were public right-of-ways that were vacated after the adjacent property was annexed into the City. Further discussion ensued. The public hearing was opened The public hearing was closed. unanimously. Ocoee Pines Parcels E-F — Annexation and Rezonino to PUD The two subject parcels (+/-.22 acres) are now owned by the City of Ocoee through eminent domain. The parcels are planned to be incorporated into the Ocoee Pines PUD with the stipulation to be used (right-of-way, recreation, public facility, at. al.) for a public purpose. The future land use designation is Low Density Residential and the requested initial zoning classification is PUD. Discussion Vice -Chairman McKey inquired if the City sold parcels E & F to Ocoee Pines PUD. City Attorney Cookson explained the City charged the developer for the cost incurred to acquire the parcels, approximately $30,000 per lot. The public hearing was opened The public hearing was closed. Planning and Zoning Commission Meeting October 14, 2014 McCormick Reserve — Annexation. Rezoning to PUD and Land Use Plan Principal Planner Fabre gave a brief presentation with exhibits of the proposed project. The subject property is located on the south side of McCormick Road, east of Ingram Road and west of N. Clarke Road. The City abuts the property from the south, east and west. The subject site is approximately 45.09 acres in size of which 43.57 acres are uplands and 1.52 acres are designated as wetlands. The site is currently undeveloped with planted pine trees, a SFR with accessory buildings (programmed to be removed when the property develops), wetlands and 100-year floodplain areas. The Future Land Use designation for the subject site is "Low Density Residential" which allows up to 4 dwelling units per acre. To the east there is a "Conservation/Floodplains" future land use designation that is associated with the Trout Lake basin. The requested rezoning would be from Orange County Agriculture (A-1) to City of Ocoee Planned Unit Development (PUD) with a corresponding Land Use Plan (LUP). The McCormick Reserve PUD/Land Use Plan is a planned residential subdivision that proposes a total of 133 single-family detached residential lots with a requested density of 2.95 units per acre. The residential streets (50' wide) are planned to be designated as public right-of-ways. The residential lots will be approximately (106) 50 feet by 120 feet and (27) 60 feet by 120 feet. The subject subdivision will have two (2) access points. The main access will be on N. Clarke Road. This main entrance will be aligned with the existing Kensington Manor Subdivision access across the street. The second access is proposed through an internal street providing cross -access to the (Brynmar Subdivision) west. The Plan also shows a 6- foot high brick wall with landscaping will be installed along McCormick Road and Clarke Road. Landscaping, columns and aluminum railings are proposed along the open space portions of the site. It should be mentioned, that there is a wetland area (1.366 acres) that is programed to be impacted. This wetland area is of little or no environmental value, It is presumed that it was an old barrow pit which overtime has accumulated wetland characteristics. The subject area has transitional and exotic species and wetland understory vegetation and extremely weak hydric characteristics. Moreover, the impact area is mostly cause for the right-of-way and construction of the Clarke Road extension. The Developers' Agreement will address the Clarke Road extension. The Applicant has proposed an onsite mitigation Planning and Zoning Commission Meeting October 14, 2014 program which includes providing additional buffer area "Tract E" (2.6 acres) conveyed to the City. The DRC met on October S, 2014, and voted to recommend approval of the Annexation, PUD Rezoning and Land Use Plan, subject to resolution of the remaining staff comments. City Planner Rumor explained that the property is raw land. He continued by saying that the City is within the Wekiva Study Area, and this property exhibits features of the Wekiva Protection Area ("A" grade soil). As this is so, and as required by the City's Comprehensive Plan, 35% of the project must remain open space. Discussion The applicant, Richard Wohlfarth, stated his concurrence with city staffs recommendation of the project and entertained comments and questions from the Board. Vice -Chairman McKey requested the applicant clarify the boundaries of the brick wall and railing. The applicant satisfied the vice -chairman's request. The public hearing was opened The public hearing was closed. Vice -Chairman McKay inquired if there are any major outstanding issues that need to be resolved. Mr. Fabre stated that the Developers' Agreement must be finalized. After discussion, the motion carried unanimousi Homes in Partnership (2nd Street) —Annexation and Rezoning to PUD City Planner Rumer gave a brief presentation with exhibits of the proposed project. He explained that Homes in Partnership is a corporation from Apopka that purchases land and develops homes for families that qualify for USDA grants. The two subject parcels (+/- .31 acres) are vacant and are located on the west side of 2nd Street and approximately 250 feet north of the intersection of Nay Avenue and 2nd Street. The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. City staff is concurrently requesting rezoning of the property to R-1 (Single -Family Dwelling). City Planning and Zoning Commission Meeting October 14, 2014 staff has requested a City of Ocoee zoning designation of R-1 (Single -Family Dwelling), which is consistent with the zoning of the adjacent Orange County properties. The R-1 zoning designation is consistent with the adopted future land use designation of Low Density Residential. The property is not serviced by sewer; however, the two lots will connect to City water. Discussion Member Sills inquired if the properties will be on septic tanks. Mr. Rumor explained that there is not sewer connection in the area so they will need to be on septic. Further discussion ensued regarding septic tanks. The public hearing was opened The public hearing was closed. Homes in Partnership (2"tl and Whittier Avenue) —Annexation City Planner Rumor gave a brief presentation with exhibits of the proposed project. The six vacant subject properties (+/-.93 acres) are located on the west side of 2ntl Street and east side of Whittier Avenue, approximately 150 feet north of Silver Star Road. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the east. Currently, in the JPA, the City designated the lots as "Professional Office"; therefore, the case is to only annex the property and will not be rezoned as it does not meet the City's conventional zoning classification. Discussion The public hearing was opened The public hearing was closed. Planning and Zoning Commission Meeting October 14, 2014 MISCELLANEOUS Project Status Report City Planner Rumer informed the Board of the following: • Development for Popeye's Restaurant is on hold as their corporate office is looking at a development site in a neighboring city. • The City Commission recently approved the Kids Community College project and the final site plan for Arden Park. • Currently reviewing a few site plans: one on the east side of Clarke Road, across from the Dollar General, and one on Tomyn Boulevard. • The All Sports Memory Care facility will not be developed; however, an application has been received for an independent senior living facility near that site. • There will not be a Planning and Zoning Commission meeting in November. Member West inquired regarding the Nemours Children's Hospital. Mr. Rumor explained the hospital has purchased two lots in the Meadow Ridge commercial plaza for a pediatric and rehabilitation center. Vice -Chairman McKay announced: • The CRA Budget meelWI# is October 21s' • The CACOPD meeting is October 23°' • The Haunted House will be open on the 18", 20, and 25th ADJOURNMENT The meeting adjourned at 7:51 p.m. ATTEST: APPROVED: Diana Turner, Recording Clerk Bradley Campbell, Chairman ITEM NUMBER IV. A. PUBLIC HEARING KIDS COMMUNITY COLLEGE CHARTER SCHOOL PRELIMINARY/FINAL SITE PLAN Mavoi \ / S. Scott Vandergrift CitvCity ➢lanai ger `- J Robert Frank uo, ao STAFF REPORT TO: The Planning and Zoning Commission %ail FROM: Michael Runner, MPA, City Planner DATE: December 9, 2014 SUBJECT: Kids Community College Charter School Preliminary/Final Site Plan - Project # LS-2014-006 Connnssioners John Grogan, District 1 Rosemary Wrlsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 ISSUE: Should the Planning & Zoning Commission recommend approval of a Preliminary/Final Site Plan for Kids Community College, a 350 student PreK-5p° grade charter school? BACKGROUND: The subject property is located west of the intersection of E Silver Star Road and Clarke Road. The subject site is approximately 5.98 acres in size of which the school is proposed on 3.98 acres. The subject site is currently undeveloped The subject site is comprised by two (2) parcels identified as Parcel ID numbers 16-22-28-4761-00-050 & 16-22-28-4763-00-020 The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels Direction Future Land Use Zoning Classification Existing Land Use North Road n -of-wa Road ri ht-of-wa SR 438 Silver Star Road East Commercialtit C-2 (Community Commercial Winn Dixie Shopping Center South Low Density Residential PUD (Residential) Lake Olympia Club Subdivision West Low Densit Residential PUD Residential Lake OI m is Lake Villa a Subdivision DISCUSSION: The proposed Kids Community College Charter School is located in the Lake Olympia Square development The parcel is located on the west end of the commercial plaza Lake Olympia Square is a seven (7) lot commercial subdivision approved for construction in 1994 with Phase 2 being approved in 1996. The Planning and Zoning Commission Meeting Date December 9, 2014 Page 2 of 2 The proposed Kids Community College Charter School received Special Exception approval on October 7, 2014 The proposed Kids Community College consists of a two story, 31,055t sq. ft. PreK-5" grade charter school. The campus will consist of a single school building with associated playground, basketball court, and a 1OOx20O activity field The recreation fields will not be lighted. Stormwater retention will be located on the property Access to the site will be provided via the right in/out located on Silver Star Road. The applicant is maintaining two (2) commercial out parcels along Silver Star Road The subject site does not contain environmental areas such as wetlands or 100 year flood plain. Also, the site does not contain any of the Wekiva Study Area environmental indicators such as "A" soils, karst features or sensitive habitat. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on December 2, 2014, and reviewed the Preliminary/Final Site plan Discussion related to fencing and fire hydrant locations. After deliberations, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan STAFF RECOMMENDATION: Staff recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for Kids Community College Charter School as it complies with the approved Special Exception, subject to all outstanding comments. Attachments: Location Map Zoning Map Aerial Approved Special Exception Development Plan date stamped August 14, 2014 Preliminary/Final Site Plan date stamped December 4, 2014 Kids Community College Surrounding Zoning Map pCOE Ocoee Community Devebpmern Department 1 inch = 321.145067 feet 110 55 0 110 220 330 Feet Printed: Sep. 2014 aSubject Property Unincorporated Territory ®and Other Municipalbes Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One, & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) = High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies NIA„W i ` , ` 1 r i f i hi ZONING: U ZONING: ZONING \ PUD-LD (t PUD-LD Pa\n'e na 1622-2a-8_a__Moj Parcel iR ZONING: ZONING: I ZONING: I ZONING: PUD-LD i PUD-LD PUD-LD ° PUD-LD Pa�tt11P.1G?2-286039-00.1601 P-016.lsn-28803400-1701 Panel ID: ta22-xl-M 00.1601 P.-I1P. PUD-LD Pa2elID:lazz.2&b039A0-2i10 ZONING• G2 P MIR 1&22-2&001-30 ZONING: ta22.28b039a0.150 1 ' I ia22-28�39daie0 PUD-LD Parcel lD: 1122-2aE0374)0-040 I L I SILVER STAR ROADgi ZONING: PUD-LD Paurel ID: ia22.2s4734-M-320 VICINITY MAP N.T.S. SITE DATA PARCEL #. 16-22-28-4763-00.020 TOTAL LAND AREA: 5.32 ACRES PROJECT AREA: 4,33 ACRES FLOOD ZONE: 'W" Panel NO. 12095CO21011 EXISTING ZONING. 0-2 EXISTING USE. VACANT PROPOSED USE: Pre•K-5th Grade CHARTER SCHOOL PARKING REQUIRED: ONE (1) SPACE PER TWO (2) EMPLOYEE ''.. ONE (1) SPACE PER THIRTY (30) STUDENTS '....... 30 EMPLOYEES = 15 350 STUDENTS = 12 '.. TOTAL = 27 PARKING PROVIDED: 105 SPACES (INCL. 4 HIC) IMPERVIOUS AREA: 70,350 SF (1,62 AC) = 37% PERMEADLEIOPEN AREA., 118,260 SF (2.71 AC) = 63% LEGAL DESCRIPTION., Lot 5A, LAKE OLYMPIA SQUARE REPLAT, according to the map or plat thereof as recorded in Plot Book 34, Page(.) 101-102, Public Re ... de of Orange County, Florida. AND Lot 28, LAKE OLYMPIA SQUARE REPLAT TWO, according to the map or plat thereof as recorded in Plat Book 35, Poga.(s) 59-50, Public Records of Orange County, Florida. CONDITIONS AND APPROVAL a. This Spada) Exception shag expire bvaiva (12) months from the date a approval by the Coy C—le,sWn unless a bur7Tug permit is obW had prior I. such data, such P. l Wall far the constn a a. of Ine proposed use aWhorzed by the Spedai ExcepBan. Furher, upon as— of the bWTutg perms, the Applcant (or its agent) shall diligently proceed In good faith to conekle conslmahan in —do— with the terms hereof. Fagure of the Applicant (Or its na.Q to proceed as aforeadd shall pradda a bass far mocagon of the Spedal Ecosptlan by the City Comrdssion. b. Approval of this Spedai Exception does not archaize corm once snarl of devebprrwnt Prior to Issuance of a building penNl, it evai be necessary to obtain as plan applas-I P-saa-M to the provisions of Node N of the Owae Lard Oarelopment Code, Further, cornpli-ce wfth all other apptkable pmvisbns of the Owe. Land Davabpment Code ahae be required. c. The Applicant shell make a good falls effort to obtain a Carl of Occupancy for the use authorized by the Special Exception mthth eb, (6) manths of issuance of the bonding pemhit d. Should the use authorized by this Special Exception be terminated or substantially nwdified or expanded in a manner into extent with the conditions of approval far the Special Exception, than said, Spedai Exception may be revoked by the City Commselon at Its Is discretion. a. The Spinal Exception for a h)n-story k-5 school building of 28,800+1- SF of apace and re cospoMmg parking, driveway; retenion area, =_pats field, hard.,at and play area shell be nt proposed uses naaua an Me e(ce ais notbanefclable oagiaropemuu pplxto 1swnceoaCertifaete ofOwupancy. L The Spedai Exception shall act be "'clared as granting arty enliVements, approvals or use rights ath respect to any outparcels sho anthe PreGmoary Site Plan fa Special Exception. ZONING: R-1AA 1 Parrot iM lc-e-2a471&O0-0o0 V EXISTING PARKING AREA ZONING: G2 - Parcel 10: 1a-22-20470-00010-- -- PROPOSED INGRESSIEGRESS POINT PER OR aK4750 PG 3294 I Ices rffi_ sawn w,t«cn sou„ o i!m M,,w — cal C-vla »cers Gtt aer 7, 2014, del Aeerda SecLhn 4 stem 15, aDMp"+ztl On Specm Excq" kr GM1adawd bdUse subs cwnmwoy�t+�c»�Persana sua p s..s<mvaYe.-�.Nmrm U ;r SEP 2 5 i014 4i GIIYflF(1GOE� .- —� NI Q SPECIAL EXCEPTION SUBMITTAL - 08/07/14 REVISER PER STAFF COMMENTS - 09/04/14 YaN U CIO �a U CDC,4 " 0 O+ €a yl U @ U v i � .v1 ae� rP2 a H O ® ® ON (sib �.� 00 0 00 1. CL D. P4ro f4 gb �{j PQ 00 00 L~ m r G � Z 17l U Preliminary Site Plan for Special Exception SHEET 11 OF 101 Zan YM !Lwro 3(i#j :J9 I A& (As Fumished) Lot 5A, LAKE OLYMPIA SQUARE: REPEAT, according to the map or plat thereof as recorded in Plat Book 34, Pcge(s) 1 D1-1 Q2, Public Records of Orange County, '==c`c. AND S TE Lot 213, LAKE OLYMPIA SQUARE REPLAT TWO, according to the map or plat thereof as -recorded in Plat Book 55 Page(s) 59-60, Public Records of Orange County, Florida. &I If Alf / Ir JF.A FOLIO 1 r r r TOTAL !(270,943 FLOOD • ., 12095C 021OF EXISTING • EXISTING USE: VACANT PROPOSED •! GradeA• • PARKING REQUIRED. -ONE , TWO EMPLOYEE • SPACE PER THIRTY r STUDENTS r EMPLOYEES r STUDENTS TOTAL PARKING PROVIDED: 105 SPACES (INCL. 4 HIC) 0.07 IMPERVIOUS AREA,-, '; (138,120*INCLUDES • EACH OUTPARCEL PERMEABLE/OPEN / % (200,581 BUILDING HEIGHT: 35, MAX , OF OCOEE SEWER: CITY OF OCOEE REFUSE • •► DUMPSTER FIRE PROTECTION: HYDRANT • Florida Bank Of Commerce 105 E. Robinson St., Suite 303 Orlando, FL 32801=1622 (407) 246-7772 Surveyor ff AN Altamax Surveying 4. �0 (407) 677-0200 Engineer '81DBrad Design & EngineenAng., Inc. 708 Lithia Pinecrest Road it SCFW (813) 689-7002 R] DRAINAGE BASIN MAP TREER"OVAL & EROSION CON77ROL PLAN 7GEOMErRi, SITE s LANDSCAPE PLAN PAWNG, GRADING & DRAINAGE PLAN WATER IGE PLAN WATER & SEWER DETAILS SEWER PLAN RECLAIMED WATER LINE PLAN 11/04114 SUBMITTAL ""IL" Z "ER ""'TAR ROAD -T--k TIN�'kff T3 'JDDASIN MAju PROPOSED Fay, 0� WQ D. is pq X� IN 11111, 610 s ♦ . 00:496111ml, go EROSION CONTROL SEQUENCE NOTES: 1. PRIOR TO GENERAL SITE FILL OPERATION, INSTALL SILT FENCE AS INDICATED ON PLAN, 2. CONTRACTOR SHALL INSPECT AFTER EVERY RAINFALL EVENT GREATER THAN 0.25", OR AT LEAST WEEKLY AND, AS NECESSARY, REPAIR ANY DAMAGE TO EROSION AND SEDIMENTATION CONTROL DEVICES. 3. UPON COMPLETION OF CONSTRUCTION AND FINAL ACCEPTANCE, CONTRACTOR SHALL REMOVE ALL EROSION AND SEDIMENTATION CONTROL DEVICES. POST PROPEX SILT STOP BACKnu NATIVE SOIL SILT SCREEN DETAIL N.T.S. EROSION AND SEDIMENTATION CONTROL NOTES 1. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS AND DETENTION AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED. 2. PROVIDE ALL DISTURBED AREAS WITHIN THE LIMITS OF THE WORK WITH TEMPORARY SOIL EROSION CONTROL AND SEDIMENT CONTROL, UTILIZING EARTH DAMS AND PONDS, GRADE TO DRAIN SWALES, SETTLING BASINS, SILT FENCES, STONE FILTERS, HAY BALE FILTERS, ETC., TREATING ALL SOIL SURFACE WITH SEEDED TOPSOIL AND / OR MULCH AFTER GRADING. 3. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND AIR AND WATER POLLUTION WILL BE MINIMIZED. STATE AND LOCAL LAWS SHALL BE COMPLIED WITH AT ALL TIMES. 5. MINIMIZE THE AMOUNT OF BARE SOIL EXPOSED AT ONE TIME AND INSTALL SOIL EROSION CONTROL FENCES AS SHOWN AND IN SUCH A MANNER AS TO CAPTURE AND FILTER SURFACE WATER DURING CONSTRUCTION. 6. PERMANENT VEGETATION SHALL BE AS INDICATION IN CONSTRUCTION PLANS. 7. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION 1S GOING TO BE ACCOMPLISHED, ANY SOIL WHICH WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A WAY AS TO PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. 8. ALL NEW EROSION AND SILT CONTROL METHODS AND LOCATIONS INDICATED ON THIS DRAWING ARE FOR START-UP AND GENERAL REFERENCE AND SHALL BE ADJUSTED, AS REQUIRED, TO SUIT THE PROCESS OF THE CONSTRUCTION. 9. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL RECEIVE VEGETATIVE TREATMENT AFTER FINAL GRADING IN ACCORDANCE WITH THESE PLANS. 10. SIDE SLOPES CONSTRUCTED AT 4.1 (H TO V) OR STEEPER SHALL BE SODDED WITH ARGENTINE BAHIA 11. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. 12. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE F Pnl�FD C1I TY ANn P l &Y7Y UL77PIAl I #CI W I PFnt I!®c cnt to ernt«ckm BARRIERS TO PREVENT TURBID WATER OtSCIFIARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAT BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHOULD BE USED IN OPEN WATER SITUATIONS. DIVERSIO DITCHES OR SWALES "MAY BE REQUIRED TO PREVENT TURBID" STORMWATER RUNOFF FROM BEING DISCHARGED TO OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHED, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. LEGEND — — PROPERTY LINE Tg TREE BARRICADE SILT FENCE .> `" EXISTING TREE AND f SIZE K EXISTING TREE TO BE REMOVED 13. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATER FROM THE CONSTRUCTION AREA, THE WATER SHALL BE TREATED TO REDUCE TURBIDITY TO STATE WATER QUALITY STANDARDS PRIOR TO DISCHARGE TO OTHER WATER BODIES. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS. SEDIMENTS BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER QUALITY STANDARDS. 14. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE ALL BARED SOIL STABILIZED. SILTATION ACCUMULATION GREATER THAN THE LESSER OF 12 INCHES OR ONE—HALF THE DEPTH OF THE SILTATION CONTROL BARRIER SHALL BE IMMEDIATELY REMOVED AND PLACED IN UPLANDS AREAS. 15. WATER REMAINING IN THE EXCAVATION AFTER CONSTRUCTION MUST BE KEPT CONFINED WITHIN THE EXCAVATION PRIOR TO DISCHARGE (IF APPLICABLE), UNTIL THE TURBIDITY LEVEL OF THE POND WATER MEETS STATE WATER QUALITY STANDARDS. 16. NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN THE EXCAVATION. IF CLAY OR SANDY CLAYS ARE LEFT EXPOSED AT THE PERMITTED DEPTH, THE CONTRACTOR SHALL OVER EXCAVATE THE SWALES AND/OR PONDS BOTTOM AND SIDE SLOPES BY A MINIMUM OF 12 INCHES AND BACKFILL WITH CLEAN SANDS.. 17. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 18. WHEN THE CONSTRUCTION OF INLETS IS COMPLETED, THE CONTRACTOR SHALL PLACE STRAW BALES OR SILT SCREEN PROTECTION AROUND INLETS. 19. UPON COMPLETION OF CONSTRUCTION OF ALL DIVERSION AND COLLECTION SWALES, AND PRIOR TO ESTABLISHMENT OF PERMANENT STABILIZATION, THE CONTRACTOR SHALL INSTALL DITCH CHECKS (HAY BALES, SILT FENCE OR OTHER APPROVED METHOD) TO PREVENT WASH —OUT OF THE SWALE BANKS. 20. THE CONTRACTOR SHALL MAKE PROVISIONS TO MINIMIZE TRACKING OF SOIL, MUD AND OTHER DEBRIS ONTO THE PUBLIC ROW. ANY MATERIAL TRACKED ONTO THE PUBLIC ROW WILL BE IMMEDIATELY REMOVED. 21. THE CONTRACTOR SHALL SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED. 22. THE CONTRACTOR SHALL PROVIDE SILTATION REDUCTION DEVICES FOR THE DISCHARGE FROM THE DEWATERING PROCESS SO THAT DIRECT DISCHARGE DOES NOT OCCUR. 23. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED AT CONTRACTOR'S EXPENSE. 24. THE CONTRACTOR SHALL MAKE PROVISIONS TO MINIMIZE AIRBORNE DEBRIS AND DUST FROM LEAVING THE CONSTRUCTION SITE. 25. REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION. 26. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. r (ID Tel O N cl 0 0 Qi i 11/11/14 SUBMITTAL I' l: i r M U TREEEMOVAL I',li A.®�' i ,c Kt Ron i. 4 c Revisions 11104114 SUBMITTAL ROAD A I-%, SILVER STARKUAU . . ...... . ........ . ...... . ...... . . ......... . . . . .. . .... . ........ CX; CRII"IE' N, =WfD ... ...... . ... 12& 16.3 INTERNATIONAL SYMBOL (0 OF ACCESS (SEE NOTE 5 ON SHEET NO. 1) �--WHITE ON BLUE BACKGROUND n PARKING BY >- WHITE BACKGROUND DISABLED BLACK MESSAGE PERMIT LETTERING ONLY 3/8" HOLES III[ r WITH HOLES DRILLED ON 1" 2.2.2. VIOLATORS CENTERS FULL LENGTH IN 0 FULL LENGTH IN METAL WLL BE POST. (MOUNT WITH 5/16" FINED $250.00 x 2 1/4" BOLTS, TOP AND BOTTOM OF SIGN) --N1 A A 1111111V4 11c Z11 101;4 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTWG SHALL BE PORTLMD CENEW AHAVE A MINIMUM CDMPRESSIVE STRD47H OF 3,()W PS4L 3. SIGNS WILL BE FABRICATED BY USM RUUC7#* COA7104G IN 7PE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMWUM BACKING (.080) IN THICKNESS, 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED ON SHEET 2 OF 2. 5. THE SYMBOL IS COMPOSED OF TWO ClEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595o, COLOR #15180). 6. SIGN POST SHALL BE MIN. 2'-0* CLEAR FROM BACK OF CURB. 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBS11TIM FOR REGULAR BUMPER GUARD. 8. MINIMUM NUMBER OF ACCESSOLE PARKING SPACES SHALL BE PER *'-DRG)k ACCMiStrN SL%-N% t SSECTION 46.1 9, KCLIRED FAMOC S7*L. SZZE 5 2 FEE,' By 20 fEETWTH 18 FEET Le*G-Ri PUMSSRE FOR ;IARa*G AREAS A�EN7 70 UWDSCAPE AREAS 3 1/8" 5/ /22P METAL P= WT. OF BLANK POST SMALL. BE 2-2 1/2-#/FT. SECI[M A - A — FOR SIGN DETAILS SEE Sidewalk romp shcll have Detectable Warnings SHEET 2 OF 2 per FDOT Standord Cndex 304. See "Florida Accessibil Code for BulkfiV Co2ruction, latest /, edition. MAX 3-V Whfta Chevron M . AX. 1:12 See Note 7 left. Eq-my So-so \g:1_2� .1 r Per Aisle- MIN. CNE See Note 9 left 211 blue PARKING STALL REQUIREMENTS N.T.S. STUCCO AND PAINT (OUTSIDE WALL ONLY) SIDE ELEVATION NTS STUCCO AND PAINT (OUTSIDE WALL ONLY) PAINT 8'CMU W/1#5 VERT, SPLITFACE FILL CELL 8'-6' W/CONC, 25'LAP 4' CONC. SLAB (MIN,) W/FIBER MESH (TYP,) 4- 2#5 CONTIN. SECTION A- NTS Afirm. FLOOR PLAN NTS DUMPSTER PAD AND ENCLOSURE DETAIL LEGEND — PROPERTY LINE 5' CLF GATE PROPOSED CONCRETE PROPOSED PAVEMENT PROPOSED BUILDING Im Q Ocoee—Const—ldwg E. fi Revisions 11/04/14 SUBMITTAL 91 / / / / ti_X.... ,. ......'...��. r -. �_.. r .....,,,a i 4 �.,: t . POND, EX I STI � LANDSCAPE NOTES: 1. ALL LAND ALTERATION AND LANDSCAPING ACTIVITIES SHALL MEET OR EXCEED CITY OF OCOEE STANDARDS. 2. TO MINIMIZE SOIL EROSION PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E., HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES. 3. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. 4. NO MORE THAN 50% OF THE LANDSCAPED AREA MAY BE PLANTED WITH SHALLOW -ROOTED (LE., ST AUGUSTINE) TURF GRASS VARIETIES, THESE TURF GRASS VARIETIES SHALL BE CONSOLIDATED IN AND LIMITED TO AREAS THAT ARE PROVIDED WITH CENTRAL AUTOMATIC IRRIGATION SYSTEMS. 5. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. TREE PROTECTION NOTES: 1. INSTALL TREE BARRICADES TO THE FULLEST EXTENT OF THE DRIP LINE OF ALL TREES AS POSSIBLE AND/OR TO THE MAXIMUM LIMIT OF IMPROVEMENTS AS POSSIBLE (OF COURSE REALIZING THAT THE TREE BARRICADES MAY HAVE TO BE "BACKED OFF" THE IMPROVEMENTS BY 6" TO 2' MAXIMUM TO INSTALL THE IMPROVEMENTS. DO NOT INSTALL TREE BARRICADES (SPECIFICALLY SILT FENCING MATERW BY TRENCHING WITHIN THE DRIPUNE OF EXISTING TREES. 2. MINOR PRUNING IS THE PRUNING OF A TREE BY THE REMOVING BRANCHES MEASURED NO GREATER THAN THREE INCHES IN DIAMETER AT THE POINT OF CONNECTION TO A SUPPORTING BRANCH AND SHALL BE IN ACCORDANCE TO THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. 3. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. 4. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, WITHIN THE DRIPUNE OF A TREE REMAINING ON SITE, UNLESS OTHERWISE APPROVED BY THE ADMINISTRATOR: IT SHALL BE UNLAWFUL TO REMOVE VEGETATION, EXCEPT BY HAND, BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPUNE OF A TREE TO REMAIN ON THE SITE. - — — PROPERTY LINE EXISTING OAK TREE & SIZE PROPOSED LIVE OAK (QUERCUS VIRGINIANA), FL. GRADE #1 MIN. 6' HIGH & 2" DBH PROPOSED SOUTHERN MAGNOLIA (MAGNOLIA GRANDIFLORA), FL. GRADE #1, MIN. 1O' HIGH & 2" DBH PROPOSED WINGED ELM (ULMUS ALATA), FL. GRADE #1, MIN. 6' HIGH & 1" DBH AT PLANTING PROPOSED WAX MYRTLE (MYRICA CERIFERA), FL. GRADE #1, MIN. 10' HIGH & 2" BDH PROPOSED HEDGE (VIBRUNUM OBOVATUM) MIN. 24" HIGH, PLANTED @ T O/C FLA. GRADE #1 OR BETTER PROPOSED JASMINE VINE, FL. 0000 GRADE #1, MIN. 3 GALLON PROPOSED BAHIA SOD WITH W THE EXCEPTION OF THE W " FIELD WHICH SHALL BE BERMUDA i SHRUB SPACING AS PER SPECS. BACKFILL AROUND THE ROOTBALL WITH 50:50 TOPSOIL: SAND MIX. PLACE ROOTBALL AT THE BOTTOM OF THE UNDISTURBED SUBGRADE. N.T.S. BACKFLOW PREVENTER PROPOSED HEDGE OCO D SHRUBS NEEDED IF NOT•• • • I-=•-• ! rffil r• • • • +�•�{I :I� l�:.s•-� r r r • ! MAI • . • ♦ r ®' N.T.S. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION, AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY OR AT THE DIRECTION OF THE PROJECT LANDSCAPE ARCHITECT. MULCH — SEE SPECS. FOR DEPTH, TYPE, ETC. MULCH SHALL BE LEVEL WITH ALL EDGES OF PAVEMENT TYPICAL 2" MIN. SAUCER COLLAR FOR WATER RETENTION LAMP MINIMUM 15' CLEARANCE OF ALL TREES FROM ALL LIGHT FIXTURES. CLEARANCE TO BE FROM THE LIGHT FIXTURE OR LAMP, NOT THE LIGHT POST. CONTRACTOR TO ADJUST ANY AND ALL TREES IN THE FIELD TO PROVIDE FOR MIN. 15' CLEARANCE FOR ANY SITUATIONS NOT PER PLAN. MINIMUM CLEARANCE FOR ALL SMALL TREES AND PALMS IS 7.5 FEET. PER FPL GUIDELINES SEE FPL'S "PLANT THE RIGHT TREE IN THE RIGHT PLACE" FOR TREE AND PALM SIZES AND LIST. MINIMUM TREE CLEARANCE FROM LIGHT FIXTURES N.T.S. �J a� P-� 61 m � U c 1 • • 0. M co LuJ A 139,79 t-E f , f ! 4-,c3_x ' ... i Or" " I L V" E r Rl ZZOE"i T A R r R" 0% A D"' _,._„__.,,..._........_,. . 11, ,t,,,,,,, ,;;;'„s:Gs's,. _.... ..f'.,z;; ,t5`.,;E3Bi ri_................_„_,,,,....,,,._., 4s a.-,3,',.1 r f'i „, y .r -- �=` 0: I - -::::: � c4__ �I _1­­__­l__ r I , G __,....._r„..�. �,�,rw-.,,,,,,,,,,,,,,, � ; x , , E,. .,,l;,; m, r a„�" r ,;_.. a_„_................_........_..._..._........._..„,.__r..._..r,. __,,.__., _ ,__._ _..,.... >� / _.,v .>�a ..,....may-:::,-. ., .,.r ;� . ... , : _ ,_„_.. .. ._,, ,,,, , ;; ,,, ,,'".,.,.,,.,; „„ _,,., ,,,,,,.,,,, „ ..3xiY,'., «/' „ .. 7 r ,. 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ST-7 YARD D 5_,LF.,_.1 _., ' „ r, °< ", 1}S f � '� `� 18 ADS W H25 GRATE __..__ ' ' 1 f '.✓ =C'w 136. }.31 SLOPE j I C.,,, t l , ST- 18" ADS ti ..;'.{ F,> ST-13 ... , ; ,,,,. _ f ; l ,, - f INSTALL 250 L 10 . , . . .' INV. EL 1r4..: -,. ,,,,. ,.I+€ �,.,: ; I 137.0 W H25 SOLID TOP �, CLEAN OUT 137.0 � ; ._ I ., �t #, 7 SLOPE ".:, ..r i l }„ _'! if '• :. ! TOP EL. 137.8 EL. 137.5 ,.. �.,.,< , t „_,uw t1� .. 1. , ..�¢ „, , � .. ,• �� ap .„ :� . #, . , . _,,>.., ,,,x. ,w„. ,, ff ` IN' L. '132.6 E : i � P: "i :, n , £ r I E< u faa '".,,,... . , +J Wvo '! fz i ['✓) i1 .+,Ey..,"', ;,;;ts t.. ..�v. \..; 31"'F» '.^,.,, •, 552` rra>` a w /f 1, Illgg x 9 a III i Y ` `" , 4, „� 1 , ��. 0 � a ,,. jt11 I, ,. s, t „ :_., �•w i INSTALL 13O LF 1�L" / ,,.. Tlil, t ....,,,,... 1111111�5��� zv, , ;7 ,:: 0.159� SL PE %,,- j.;;,x, X"3 �£ �ll�`'•+., 'r - r ?K •I-..-.---.r._ 1 „r ,.<,.1 r ' / ✓: //,rr r ST_g YARD DRAT 'f / /: I INSTALL 180 LF ST-10 YARD ';DRAIN a�5111 ' 18" ADS W/H25 RAVE 120 PVC 18" ADS Wf H ,5 GRATE ,' � r / g I rE f � TOP ELI 136.3 ', �£ , f f� ti '' ` 136:8 INV. ELF 132.8 1 TOP EL. t36.3 ", 136.8 r t.. , is 0 SLOPE t x �, � ,,. i »; +x£ ,✓ i 66 l /.t fY -V`i i a i. _ " - S a .t t ,:». " arts ,. ,, ,.. ,"},,e'; ,<,... .... frh.' ,.,.E ,N, „.�,-E:, /_,-., '�./''i'i! ^;n ! ':, f,}ti gf „1 r , r ,? €1# , ._.,.,,_ ,. '11 , ` Y, °,fir 7 '''"' R 1' � � r, <r �,<„ J ! 'rv>a' j m sm., .m v. rn - ob �,..>w-.,,,.,a 7w,.w ">"s:• .,,,rH va>,wr xwwa✓,:: ,mar , ll ,/ EXIST. CURB INLET - „_„. {/ ? TYPE P-1 .5 �� __ w, w 4.+ _,._ S ` i ffi INV ELEV, (N} 2. O �_ t.a " 3 " _ //_1E INV ELEV S 1 66 � f -I a y�,Ar, r , .. �„ 4 / ,,.. 1. d r ` IIIIIIIIIIIIIIIIIIIIIIII EXISTING GENERAL NOTES: 1, ALL WORK SHALL BE PURSUANT TO CITY OF OCOEE STANDARDS. 2. UNDISTURBED AREA AND AREAS SUBJECT TO EROSION ON THE SITE WILL BE SEEDED. 3. CONTRACTOR TO VERIFY THE LOCATION OF UNDERGROUND UTILITIES AS NECESSARY. 4. ALL TREES TO REMAIN SHALL BE PROTECTED BY BARRIERS. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE UNTIL THE LAND ALTERATION AND CONS TRUCTION AC I TVITIES ARE COMPLETED. 5. DURING R NG LAND ALTERATION AT ON AND ONS C TRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT Q OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. 6. DISTURBED R/W SHALL BE SEEDED AND MULCHED PER FDOT 570. 7. DEVELOPMENT MUST BE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS IN THE CITY OF OCOEE ZONING CODE, AND IN ACCORDANCE WITH ALL OTHER APPLICABLE REGULATIONS AND ORDINANCES. 8, BUILDINGS SHALL BE ARCHITECTURALLY FINISHED ON ALL SIDES. 9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED. 10. ALL GRADES ARE AT EDGE OF PAVEMENT UNLESS OTHERWISE INDICATED. 11. PROPER OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM PER SWFWMD REQUIREMENTS IS THE RESPONSIBILITY OF KIDS COMMUNITY COLLEGE ITS SUCCESSORS AND/OR ASSIGNS. 12. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. RETENTION POND CONSTRUCTION NOTES 1. INITIALLY CONSTRUCT THE RETENTION BASIN TO ROUGH GRADE BY UNDER -EXCAVATING THE BASIN BOTTOM AND SIDES BY APPROXIMATELY 12 INCHES. 2, AFTER THE DRAINAGE AREA CONTRIBUTING TO THE BASIN HAS BEEN FULLY STABILIZED, THE INTERIOR SIDE SLOPES AND BASIN BOTTOM SHOULD BE EXCAVATED TO FINAL DESIGN SPECIFICATIONS, THE EXCESS SOIL AND UNDESIRABLE MATERIAL SHOULD BE CAREFULLY EXCAVATED AND REMOVED FROM THE POND SO THAT ALL ACCUMULATED SILTS, CLAYS, ORGANICS, AND OTHER FINE SEDIME NT MATERIAL HAS BEEN REMOVED FR OM THE POND AREA. THE EXCAVATED MATERIAL SHOULD BE DISPOSED OF BEYOND THE LIMITS OF THE DRAINAGE AREA OF THE BASIN, 3, ONCE THE BASIN HAS BEEN EXCAVATED TO FINAL GRADE, THE ENTIRE BASIN BOTTOM SHOULD BE DEEP RAKED AND LOOSENED FOR OPTIMAL INFILTRATION. 4, FINALLY, THE BASIN SHOULD BE STABILIZED ACCORDING THE SECTION 5.4, OF THE CITY OF OCOEE LAND DEVELOPMENT CODE. - - PROPERTY LINE - - - - - - - - BUFFER mm DRAINAGE PIPE MITERED END SECTION FDOT TYPE C OR E INLET OUTFALL STRUCTURE MANHOLE F. F. EL. FINISH FLOOR ELEVATION ----I,- SURFACE WATER FLOW DIRECTION ,plo, EXISTING ELEVATION 55,5 PROPOSED ELEVATION PROPOSED PAVEMENT • ••r i (FIRM) PANEL NUMBE LOOD r INSURANCE RATE MAP •• r • I'llmu., 11-mmmm •►. ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY BENCHMARK DESIGNATION R-216-002, HAVING AN ELEVATION OF 144.77 FEET MEAN SEA LEVEL (NORTH AMERICAN VERTICAL DATUM 1988 TBM #1: N&D LS 4372 ELEVATION = 137.95' TBM #2: N&D 4384 ELEVATION = 138.47' DATUMVERTICAL • • DATUM SHOWN HEREIN i ri r 0.91 FEET = NGVD 1929 ow LIMEROCK, SOIL OR ! i (IUIIIL•,::= II�111c - IIUkiIIC...' • • ! ! �•®jlllTl II�. III. IL a: -•j' IIL01 IIL®I ,' IIL•1 eil I lul �Ilhm�ll nll�m�ll n2ul�m�ll �In, ....�,.nililLrl._...�..IriiiiL®Ilt_�II� •'.; . a ! : t PROCTOR SECTIONI ASPHALT PAVEMENT I NITS �I INJECTIONMOLDED � FTMNGS (WkMq TIGHT) OR APPROVED EQUAL. 1 2. ALL PIPE SHALL BE • DUAL WALL .., I SMOOTH INTERIOR HDPE PIPE OR APPROVED EQUAL. e 3. DOWNSPOUT ADAPTER DESIGN •ASE ON MAXIMUM BUILDING DOWNSPOUTSIZE CONTRACTORFACE DOWNSPOUTSI CONTACT THE ENGINEER IF LARGER BUILDING • ! BUILDINGi A. REFER TO PLANS FOR EXACT FMS�fED GRADE, CLEAN OUT END CAP D DOWNSPOUT,.. ,. .� �� BEND 0i i iLII 11111� r ' ' IIl1i1111111���iiiii�®i�i iiiii iiiiii€II 1illi iiiiiii iiii owir ROOF DRAIN CONNECTION DETAIL IfTs SEE ARCHITECTURAL PLANS FOR WALL TIM 137,6 4.0` 2,0' 4.0' SPECIFICATIONS -T----E1R r1s6�5 _ __CtR ; C❑NC: "MALL°' "" INSTALL (10) 4x4" WEEP MATCH EX. EL, 136.4t .. TOP OF BANK EL. 137,6 HOLES IN NEW ��' ` .:R:N BOTTI�+tr BRICK WALL 1 6.6 I3L SIR EL. 136,E RIP RAP 111, ' ,fr-_,:.. .. 1,0' MIN TOE 131.8 WEIR WALL SECTION; PLAN EMERGENCY OVERFLOW WEIR NTS z r _ IIr « 1 i •� I 4 - I :► = ... +1 1. �. it PAVING, ( , GRADING AND DRAINAGE P L, i a 1 OWN 9IIIIL, - � a A 0 A LUT&A 4 m ME Ull TOP OF WALL 1,,,,,ELEV. 137.6 40 SEE ARCH --PLANS FOR 135 WALL SECTION TOP OF WALL ............ . . . . . ............ ..... ..... . . ..................... . 137.6 140 SEE ARCH PLANS FOR . .. . .......... ..... ..... ...... . ....... 135 WALL SECTION -165,0/ W I: ism kaym Mj 19 "** Maim 5,5' A • ............... .......... - . .......... - 130' 130' Lai 4MMIMMIZ111,14 2:40101 10 W1011 WIN 1 Ml I 14 1 1 'ALIG 2:4 Ill lot 185,0 :A • TOP OF BANK ,'ELEV. 137.6 igns INSTALL 6' TALL BLACK VINYL COATED CHAIN LINK FENCE E m z TOP OWALL .. . ......... F 7777% .............. . ................. .............. ..... . ....... .. .... ..... 140 ELEV. 137.6 9 vow • • a Revisions 11/04/14 SUBMITTAL REMOVE PLUG TO I CONNECT TO EXISTING r F NSTP C9 f i 11► ■r . ---__-_-EXIST. FIRE_--_- .. LEGEND - - PROPERTY LINE DRAINAGE PIPE ---------- EXISTING WATER LINE w PROPOSED WATER LINE SAN PROPOSED SANITARY SEWER REC PROPOSED RECLAIMED WATER F PROPOSED FIRE LINE VALVE i5 FIRE HYDRANT GENERAL UTILITY NOTES 1. ALL WATER DISTRIBUTION SYSTEMS, SANITARY WASTEWATER COLLECTION SYSTEMS, WASTEWATER PUMPING STATIONS AND ALL APPURTENANT ITEMS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS OF CITY OF OCOEE WATER, WASTEWATER, AND RECLAIMED WATER TECHNICAL MANUAL, LATEST EDITION, CITY OF OCOEE HEALTH DEPT. AND CITY OF OCOEE ENVIRONMENTAL PROTECTION COMMISSION, THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION AND THE STANDARD ESTABLISHED HEREIN. CONTRACTOR SHALL CONTACT CITY OF OCOEE UTILITIES DEPT. PRIOR TO INITIATION OF ANY WORK WITHIN R/W. 2. CONTRACTOR TO VERIFY THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER OF RECORD, 3. THE CONTRACTOR/ENGINEER OF RECORD SHALL CONTACT THE CITY OF OCOEE WATER DEPARTMENT UTILITY INSPECTION SECTION AND LINE MAINTENANCE TO SET UP THE PRE CONSTRUCTION MEETING. CONTACT WILLIE LAVANDERIA 0 (813)272-5977 EXT. 43534 FOR INSPECTIONS AND EITHER THE SOUTH/CENTRAL LINE MAINTENANCE UNIT AT (813)671-7604 OR THE NORTHWEST LINE MAINTENANCE UNIT AT (813)554-5010 4. ALL NON-METALLIC PIPE SHALL BE INSTALLED WITH 2-PAIR, 10-GAUGE, COPPER TRACER WIRE. 5. DISTURBED RIGHT-OF-WAY SHALL BE SEEDED AND MULCHED PER F.D.O.T. 570. lei rINs1111111 INN 1. ALL WATER DISTRIBUTION SYSTEMS, SANITARY WASTEWATER COLLECTION SYSTEMS, WASTEWATER PUMPING STATIONS AND ALL APPURTENANT ITEMS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS OF CITY OF OCOEE WATER, WASTEWATER, AND RECLAIMED WATER TECHNICAL MANUAL, LATEST EDITION, CITY OF OCOEE HEALTH DEPT. AND CITY OF OCOEE ENVIRONMENTAL PROTECTION COMMISSION, THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION AND THE STANDARD ESTABLISHED HEREIN. CONTRACTOR SHALL CONTACT CITY OF OCOEE UTILITIES DEPT. PRIOR TO INITIATION OF ANY WORK WITHIN R/W. 2. GRAVITY SEWER MAINS SHALL BE SDR26 PVC PIPE. 3. A MINIMUM 18" CLEARANCE SHALL BE MAINTAINED BETWEEN GRAVITY SEWERS AND DRAINAGE STRUCTURES UNLESS OTHERWISE NOTED ON THE PLANS. 4. A MINIMUM OF 10' HORIZONTAL DISTANCE SHALL BE MAINTAINED BETWEEN GRAVITY SEWERS AND WATER MAINS. IF THE 10' HORIZONTAL DISTANCE CANNOT BE MAINTAINED, THE WATER MAIN MUST BE INSTALLED A MINIMUM OF 18" ABOVE THE TOP OF THE GRAVITY SEWER. IF THE HORIZONTAL AND VERTICAL SEPARATION CANNOT BE ACHIEVED, BOTH THE GRAVITY SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF CEMENT LINED, CLASS 50 DUCTILE IRON PIPE, WITH STAGGERED JOINTS. 5. GRAVITY SEWERS SHALL CROSS BELOW WATER MAINS WITH A MINIMUM OF 18" HORIZONTAL SEPARATION. CROSSINGS SHALL BE INSTALLED SUCH THAT THE MIDDLE OF EACH PIPE LENGTH SHALL BE CENTERED AT THE CROSSING. WATER UTILITY NOTES 1. ALL WATER DISTRIBUTION SYSTEMS, SANITARY WASTEWATER COLLECTION SYSTEMS, WASTEWATER PUMPING STATIONS AND ALL APPURTENANT ITEMS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS OF CITY OF OCOEE WATER, WASTEWATER, AND RECLAIMED WATER TECHNICAL MANUAL, LATEST EDITION, CITY OF OCOEE HEALTH DEPT. ANDCTTY OF OCOEE ENVIRONMENTAL PROTECTION COMMISSION, THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION AND THE STANDARD ESTABLISHED HEREIN. CONTRACTOR SHALL CONTACT CITY OF OCOEE UTILITIES DEPT. PRIOR TO INITIATION OF ANY WORK WITHIN R/W. 3. FIRE PROTECTION SHALL BE BY FIRE HYDRANTS AND SEPARATE FIRE PROTECTION SYSTEM. 4. MINIMUM WATERLINE COVER SHALL BE 36" UNLESS OTHERWISE NOTED. 5. A MINIMUM 18" CLEARANCE SHALL BE MAINTAINED BETWEEN WATER LINES AND DRAINAGE STRUCTURES UNLESS OTHERWISE NOTED ON THE PLANS. 6, A MINIMUM OF 10' HORIZONTAL DISTANCE SHALL BE MAINTAINED BETWEEN WATER MAINS AND GRAVITY SEWERS. IF THE 10' HORIZONTAL DISTANCE CANNOT BE MAINTAINED, THE GRAVITY SEWER MUST BE INSTALLED A MINIMUM OF 18" BELOW THE INVERT ELEVATION OF THE WATER MAIN. IF THE HORIZONTAL AND VERTICAL SEPARATION CANNOT BE ACHIEVED, BOTH THE WATER MAIN AND GRAVITY SEWER SHALL BE CONSTRUCTED OF CEMENT LINED, CLASS 50 DUCTILE IRON PIPE, WITH STAGGERED JOINTS. 7. WATER MAINS SHALL CROSS ABOVE GRAVITY SEWERS WITH A MINIMUM OF 18" HORIZONTAL SEPARATION. CROSSINGS SHALL BE INSTALLED SUCH THAT THE 'MIDDLE OF EACH PIPE LENGTH SHALL BE CENTERED AT THE CROSSING. 8. THE LOCATION OF ALL NEWLY INSTALLED FIRE HYDRANTS SHALL BE IDENTIFIED WITH A BLUE REFLECTIVE PAVEMENT MARKER INSTALLED ON THE ROADWAY, PERPENDICULAR TO THE FIRE HYDRANT. THE REFLECTIVE MARKER WILL BE LOCATED IN THE CENTER OF THE LANE CLOSEST TO THE HYDRANT. 9. ALL WATER MAINS SHALL BE PRESSURE TESTED TO 150 PSI IN ACCORDANCE WITH THE CITY OF OCOEE WATER, WASTEWATER, AND RECLAIMED WATER TECHNCAL MANUAL, LATEST EDITION. 10. ALL FIRE LINES SHALL BE PRESSURE TESTED TO 200 PSI IN ACCORDANCE WITH THE CITY OF OCOEE WATER, WASTEWATER, AND RECLAIMED WATER TECHNiCAL MANUAL, LATEST EDITION. 11. THE ENGINEER OF RECORD AND/OR CONTRACTOR WILL BE RESPONSIBLE FOR THE FLOW TESTING AND COLOR CODING OF ALL NEWLY INSTALLED FIRE HYDRANTS IN THE EXISTING OR PROPOSED CITY OF OCOEE RIGHT-OF-WAY AND UTILITY EASEMENTS THAT ARE TO BE DEDICATED TO CITY Or OCCEE PRIOR TO THE FINAL INSPECTION OF THE PROJECT. THE :ENGINEER OF RECORD AND/OR CONTRACTOR SHALL REFER TO NFPA STANDARD 291 SOP FLOW TESTING AND COLOR CODING METHODS AND PROCEDURES. II 1. ^i r r � � l.J i E. UTILITY PLAN Revisions 11/04/14 SUBMITTAL HDPIE PIPE' ALL ;: , r 6 wwwr sffi wk itz Toe • sx ; Li r>. # 2 MIN. xm � SHM 2 FDR SEM r a U 24°, SEE SiMtON *3 OF THE ` R VANMOLE MAN"R RR Si DER Tim Iii t 000MUld AM REQUIRM f0di AWERT OF INFUENT IV 'IHE IWAM OF Z SEE WiHOLE M N XTAIL& C DOW DMON MAY K USEDAS M' T E. CITY OF OCO UTIUTIES DEPARTMENT — PRECAST CONCRETE MANHOLE PLAT AND SECTION I- 1 a: ','FT) TO BE R 1RAIN0 ON Z C SIDE OF FITi I IY ASE SIDE S" TDl+ ""2* 1E" D" 248 BC" 36" 00 SEND Ix. -1,1EN I, —1/41 SILND G OR SIRN TEE t 1. F17#40S SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE NIDCATIM B, INETkIL PILL LENGTH JONTS WTI TCTAL LENGTH ECJAL TC OR CREASER THAN SHOWN IN T ;ABLE, EH ;RE '74 OR MORE F17 E TOGETHER, USE FITTING W-o> rELDS GREATEST 2h'074 OF RESTRAINED PIPE . IN 0E VALVES AND THROU04, RJN OF TEES OUTSIDE LIMITS C'- R , r : NED JDI N 71HZIR FIT71NCS NEED NOT BE I R • ED UNLESS 0714ERMSE 'NCICATEDx I A Li SHOWN IN THE TAKE HAVE BEEN CALCULATED IN ACCORDOCE WITH THE PR CEDJRE OUTLINED IN "HRUST R , DESIGN FOR oucrur IRON F4PV AS PUBU HED By DIPRA,WITH `THE C NG S U PTIONS- 'A RA l PRESSURE, P-1 SCE. DS!ITICN; LAYINO CONDITIONS; " B. FOR Pt;-t- ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN F,OR INCREASE THE GLEN VALUE BY A FACTOR OF 1.5v TC K COMPLETED BY THE ENGINEER. CITY OF OCOM IainUTIES DEPARTMENT RESTRAINED PIPE TABLE. lum .awl PINM 196i TEE SEM EIENT 1 � DN ESP PIPE lR SEND 2" STANDARD DROP DETAIL MANHOLE IN £SH IN - G4U ED (FLUSH WITH E NOTE 44OLE 'RAtU. OR DIP A HOLE ', WALL SPECIAL DETAIL FOR 2" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC SAND DIP R IpAE1#' N o IAMPITEEL ,Z RESIUEXT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1, DROP PIPE AND FITTINGS $HAL BE OF E UAL SIZE AND MATERIAL AS THE INFLUENT SEWER, I THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNET710N DETAILS FOR -CONNECTION OF W" DIAMETER PIPES AND LARGER. 3, AN DOSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF 01 UTIUMES DEPART'a�ENT LINES WHICH HAS AN INVERT 2' OR THE H E INVERT, MANHOLE ONNEC71 N DETAILS a$1A7C3 5' F T ' 9 I r' k was'. ., .Ear^rx^r.✓�r+•trwlr.rrrr..nr,,ear,Er�rrtb-:crrxvuaerdr.�var.�,rr/..rdr�tv:�e^#;rdserrr^.zrn ars akdm,#dl.K/"Xd" ,KP,J/'+ Fdl+inP dY#P"XeP✓.'t+;4f/VI./;:[dSY+!`A'ZFJfY!/84k*,dFdiR✓J'1/;YA<{,yrfl{M+KR PIPE IDENTIi=I ATT N IP TABLE WATER) E IATV m I i',�rlf1 k my iTY OF 020M UTILITIES DEPARTMENT TRACING WIRE NNECTN Fr. "awl-irT0 f k FBy 1. t SIZE r �. „k, ;L DROP coNknoNs ARE xwjRm wmam,x pan IS 24' OR MORE A9WE THE IRMU OF THE MANHOLE WE VA*4ME E` r , ,. ., l's"fir'� eVAYWAZ k N r w�,rrre,Y..nrrrnnu„s'r.+s+�+cdrrv:F,r,�rr✓.arrr+v�r .xr,+ry . nr+cr rrvrrrrxJ�,xd . rr„�.r:.. J lY ems, 1' rd✓fI/I,NlllJe`J'fllfA✓f✓IYIW.,KdfIJNft' d�'M.f.,�P1P12lYdsl'A'1lYlYllr/N I N`.k' X + $c�uGd �f FINISHEDSET TOP OF VALVE BOX - TO GRADE FINISHED GRADE SEE NOTE a A.} N. V BEDDING ROCK a ACCEPTABLE VARIANCES RECLAIMED SEE GENERAL WATER NOTES. N04 `A ... o � , 'xtw"4 r4:. k k # •, „ a,Y '�k" �(-; k k`� , R •k ,_ k • # _z,.3 Y ! k i TY PIPE MINIMUM SEPARAMON REOUIREMENTS TABLE +, Ra NORTH -rl I 1 20 1 H -IRRIGATION METER (SEE Slt) �M . . ............. 'El 1 i IRRIGATION PLANS FOR REMOVE PLUG TO SPECS AND ONSITE I t (7) CONNECT TO EXISTING1 CONTINUANCE EXIST. AIR 12" DIP WITH 12"x8" [RELEASE VALVE REDUCER . ..... . p.. . ....... Q/ . . ..... . ..... ........ . .... . .. . . ....... . . ..................................... . . . ............. OIL rri Is a*$] DIRECTIONAL DRILL 180 LF 8" PVC C900 RECLAIMED WATER LINE EXIST. 12 x8"° TEE 12 GATE VALVE 8" GATE VALVE I < 12" CAP\ Lij Cf) . ................. R/W .......... ....... ..... . .... . ......... . - - — ­­­- - - `—EXIST. 12" PVC WATER MAIN . ....... ... Cw. .. . ..... .......... . . RE . . . . . . . . . . 154 LF 8 N�Al I L 8" T . . ........ INSTALL 20 LF 8 Cqm, 8" GATE VALVE & 8" CAP I c;w REC ........... ......... . .. . . I W I I 11=1 1=1 owl I x m R/W WIDTH VARIES 142 REMOVE PLUG TO CONNECT TO EXISTING 142 12" DIP WITH 12 X8" EXIST. FIRE HYDRANT REDUCER STA.- 10+68.8 (24.4 LT.) IL140 140 NSTALL PIPE CROSSING WITH 138 6 )) COVER 138 8 x8 x8" TEE' STA. 20+96 (28.0' LT.) EXISTING GRADE 136 136 134 DIRECTIONAL DRILL 180- 134 L F 811 PVC C900 EXIST. 12 RECLAIMED WATER LINE GATE VALVE__,..,A„......__._._ ........ 132 EXi s -r ........ . 132 .... ...... . ...... ---- --- ----------wm 130 130 INSTALL 20 LF 8 INSTALL 154 LF 8 INSTALL C900, 6" GATE 128 PVC C900 RECLAIMED 8" TEE VALVE & 6 1) CAP128 WATER LINE—, — — 126 126 124 1 1 124_ 9+00 +50 10+00 +50 20+00 +50 30+00 +50 40+00 livil:4 llkTill�% 1:4 well 41 u. SCALE: HORIZONTAL 1 201 ll� I VERTICAL 1 �2 Ocoee Const-3.dwg Revisions 11104114 SUBMITT4L ow 4w 00 40 00 r. ELIWAOLMM wmdmff4-m DINA '4 pRevision � SYMBOL MAN U FACTU RER/MODEL/DESCRI PTI ON QTY �' SQQ RAIN BIRD RD-OG-NP-NSI 15 STRIP SERIES 51 EST LCS RCS CST SST TURF SPRAY, G.O` POP-UP WITH NON -POTABLE COVER (PURPLE CAP) AND NO 51DE INLET. 1/2" NPT FEMALE THREADED INLET. ® Q e 0 RAIN BIRD RD-OG-NP-NSI 8 SERIES MPR 23 Q T H F TURF SPRAY, G.O" POP-UP WITH NON -POTABLE COVER (PURPLE CAP) AND NO SIDE INLET. 1/2" NPT FEMALE THREADED INLET. RAIN BIRD RD-OG-NP-NSI 15 STRIP SERIES 12 TURF SPRAY, G.O" POP-UP WITH NON -POTABLE COVER (PURPLE CAP) AND NO SIDE INLET. 1 /2" NPT FEMALE THREADED INLET. RAIN BIRD RD-OG-NP-N5i 10 SERIES MPR 5 Q T H F TURF SPRAY, G.O" POP-UP WITH NON -POTABLE COVER (PURPLE CAP) AND NO SIDE INLET. 1/2" NPT FEMALE THREADED INLET, C9 0 e (1) O RAIN BIRD RD-OG-NP-N51 12 5ERIE5 MPR 25 Q T H TQ F TURF SPRAY, G.O" POP-UP WITH NON -POTABLE COVER (PURPLE CAP) AND NO SIDE INLET. 1/2" NPT FEMALE THREADED INLET. RAIN BIRD RD-OG-NP-NSI 15 5ERIE5 MPR 41 Q T H TQ F TURF SPRAY, G.O" POP-UP WITH NON -POTABLE COVER (PURPLE CAP) AND NO 51DE INLET. 1/2" NPT FEMALE THREADED INLET. d RAIN BIRD RD-OG-NP-N51 ADJ 3 4V 6V 18V TURF SPRAY, G.O" POP-UP WITH NON -POTABLE COVER (PURPLE CAP) AND NO 51DF INLET. 1/2" NPT FEMALE THREADED INLET. QQ 08HE-VAN Q 12HE-VAN RAIN BIRD RD-QG-NP-N51 ADJ 28 © 10HE-VAN Q 15HE-VAN TURF SPRAY, G.0" POP-UP WITH NONWPOTABLE COVER (PURPLE CAP) AND NO 51DE INLET. 1/2" NPT FEMALE THREADED INLET. 1402 1408 1401 1 A RAIN B1 RD 1800-1400 FLOOD 55 FIXED FLOW RATE (0.25-2.OGPM), FULL CIRCLE BUBBLER, 1/2" FIPT. WE Wa SYMBOLS MAN UPACTURER/MODEUDE5CRIPTION QTY L/ HUNTER 1-20-OG-R 4 TURF ROTOR, G.O" POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. HUNTER 1-20-OG-R 2 TURF ROTOR, G.O" POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. HUNTER 1-20-OG-R 10 TURF ROTOR, G.O` POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. HUNTER 1-20-OG-R 15 TURF ROTOR, G.O' POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. HUNTER 1-20-OG-5R-R 2 TURF ROTOR, G.O" POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. SHORT RADIUS NOZZLE. WITH RECLAIMED WATER PURPLE ID COVER. O HUNTER 1-20-OG-5R-R G TURF ROTOR, G.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. SHORT RADIUS NOZZLE. WITH RECLAIMED WATER PURPLE ID COVER. IRRIGATION 5CNEDULE SYMBOL MAN UFACTURER/MODEUDE5CRIPTION QTY is RAIN BIRD XCZ- 100-PRB-R I MEDIUM PLUS FLOW FOR COMMERCIAL APPLICATIONS. PURPLE CAP DESIGNATES FOR RECLAIMED WATER, NON -POTABLE USE. I " PESBR VALVE AND I " PRESSURE REGULATING 40P51 BASKET FILTER. 5-20GPM. __ _ = =_ AREA TO RECEIVE DRIPLINE ®- _ = RAI N E31 RD XFD-P-09-1 2 (18) _ _ _ = XFD ON -SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9GPH EMITTERS AT 1 2.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. PURPLE TUBING FOR NON -POTABLE WATER. SYMBOL MAN UFACTURER/MODEUDE5CRIPTION QTY RAIN BIRD PESBR I I I ", 1-1/2", AND 2" DURABLE CHLORINE -RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, AND PURPLE FLOW CONTROL HANDLE. C RAIN BIRD E5P4-5MTE WITH (3) E5P-5M3 1 13 STATION OUTDOOR SMART MODULAR CONTROL SYSTEM FOR RESIDENTIAL AND LIGHT COMMERCIAL USE. WALL MOUNT, TIPPING BUCKET RAIN SENSOR THAT MEASURES RAINFALL. M WATER METER 1-1 /2" 1 RECLAIMED WATER - GO GPM AT 50 PSI IRRIGATION LATERAL LINE: PVC SCHEDULE 40 5,3 13 L.F. PVC SCHEDULE 40 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE 51ZFS I " AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 - "PURPLE" 1 ,4GO L.F. PVC 5CHEDULE 40 IRRIGATION PIPE. - - - - - - - PIPE 5LEEVE: PVC SCHEDULE 40 53 1 . 1 L.F. TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE 51ZF SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH 5LEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout ---Valve Number # Valve Flow Valve Size zo o w� is i �r I �r rr �r i J EN RETENTION POND L'.LL."am 14/4" 7� 2W i 17 2W' Q BEGIN NEW @ III BRICK WALL {_ ­) 4/4" . ............ .... � L 141 —---------------- . ......... I y 4" . ...... . ... . . ....... M511 T11 11' CP J­ W 4 ti FBI 7.76/ 11 0, low y. A COVERED 2� f"_..wAK SIDEWALK pi 6E 10,40 2 `01 FIELD 71- + -Y4 .0 0 (.0 .0 + Jm F. b/47 J. Jr J_ + Ir 8' EXIST, BRICK 4/4 WALL (T"P.) - ---------__--- - — -­­­ V rwn) /""j"/ , 0 z "J" Y A K 12 OAK I A " ;( A K ZYV w-M 7 \55.4 1 1112" 6 56.4� 1 Y211 1112(" lY4" XIST. BRICK WALL (TYP.) �3 0 umlysim C^ : F., Revisions !RT Revisione ;, . • SCH 80 TOE NIPPLE • SCH ., MALE . #• #I # CONTROL REMOTE CENTERED IN OPENING #. RECT. :# I.D.VALVE CONNECTORSWIRE �. - j WIRE COILS I®I®I 3- GRAVEL •VIM zmw z. LANDSCAPE FABRIC — PVC SCH ;, NIPPLE i ,PVC MAIN LINE It VALVE WIRES SCH. 40 PVC FITTING REMOTECONTROL VALVE#N SHALL ALLOWTO SERVICEDBE WITHOUT FINISH GRADE POP—UP SPRAY HEAD — z SCH. 40 PVC STREET ELL N SCH. 40 PVC FITTING ON LATERALLINE 11100 min. { l C IPS FLEX PIPE 18" MIN. s SPRAY D■►A A SPACEPROVIDE 12" MIN. ALL�SPRINKLER HEADS AND ANY WALL OR STRUCTURE 10" ROUND VALVE PIT FINISH GRADE GATE VALVE N 10" PVC SLEEVE SCH. 40 PVC MALE ADAPTER 0 000 p °O £}° 0°°p °bop°°0°0�3° O°°p °CW° 0 o°°°4 °° o°°o°° a�°°o°°o° °QQ C AI LINE " GRAVEL SUMP ISU'LATION VALVE TO BE CENTERED IN THE VALVE BOX EOP, CURB, WALK OR BEDLINE nnin FINISH GRADE * POP—UP GEAR ROTOR SCH. 40 PVC STREET ELL--- . SCH. 40 PVC FITTING ON LATERAL LINE i C IPS FLEX PIPE 18 MIN. TURF ROTOR HEAD PROVIDE 12 IN SPACE BETWEEN ALL SPRINKLED HEADS AND ANY WALL OR STRUCTURE OUTSIDE WALL. I � � � � � � � i I � � � � � � � � � � I �� � I � � � 1� � �� i 11604,06001 , ■! � � , � i � � � � � � I � �) PVC SCH 80 90 TxT ELL " MULCH LAYER PVC SCH 80 TOE NIPPLE COMPRESSION TEE l PVC SCH 80 MALE ADP. DRIP TUBING 1* REMOTE CONTROL VALVE 7' WIRE CONNECTORS VALVE I.D. TAG (( t I FINISH GRADE DE FINISH GRADE 1" 200 MESHPRESS. REG. FILTER JUMBO RECT. VALVE BOX ME 3/4" SCH 80 PVC " G3RAVEL SUP 0°8 ° ° N NIPPLE °00 oOeoll � p� ,O� e,! .a o 0 0 oa °0 0 .0 0. PVC SCH 80 NIPPLE CONTROL WIRES PVC TEE (SxSxT) PVC SUB MAIN PVC X,, LINE ,; PVC FITTING • !RI"' 11 • VALVE BOX INSTALLATION SHALL ALLOW THE VALVE AND FILTER TO • ! FOR EXCAVATION P DRIP 111!Illy PROVIDE 12" MIN. SPABETWEEN ALL DRIPLINES AND ANY WALL OR COPPER GROURD PLATE • • # 1 SOLID#6 AWG BARE COPPER WIRE ELECTRODE SPHERE OF 3' INFLUENCE BOUNDARIES CONTROLLER CONCRETE AWG SOLIDi BARE COPPER WIRE DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE 30" MIN, PVC SWEEP ELL (1 1/2" OR LARGER) "\-EARTH CONTACT 6 AWG SOLID BARE MATERIAL COPPER WIRES 100 Ibs. min. GROUND PLATE MIN. ' FROM CONT. MINIMUM ACCEPTABLE RESISTANCE TO GROUND IS 15 OHMS. USE ADDITIONAL GROUND PLATES OR GROUND RODS AS NEEDED. BLG VALVE #16 4' FROM SIDEWALK 10' FROM CORNER OF BLDG SIDEWALK PAVEMENT 3" SLEEVE 4" SLEEVE 18" BELOW GRADE I 24" BELOW GRADE 5' FROM E.O.P. — 17' ❑ SPLICE BOX 2" MAINLINE LIGHTPQLE 15' FROM B.O.C.24" BELOW GRADE 17' FROM CORNER I- 16' FROM B.O.C. 71/-/ -- 26' — 4VALVE #21 B.O.C. - 9' FROM B.O.C. 11' FROM B.O.C. 26' FROM LIGHTPOLE E.Q.P.-1 ROADWAY PROVIDE DIMENSIONS FROM PERMANENT FIXED OBJECTS AND "DEPTH OF COVER" ON ALL MAINLINE AND SLEEVES. PROVIDE DIMENSIONS FROM TWO PERMANENT FIXED OBJECTS* FOR ALL VALVES, SPLICE BOXES, STUB —OUTS AND EARTH GROUNDS. THE TWO REFERENCE OBJECTS SHOULD BE PERPENDICULAR TO THE DIMENSIONED ITEM. "AS BUILT" TYPICAL - IRRIGATION N QTES ; I . Irrigation system design requirements: GO GPM @ a minimum of 50 P51 at the point of connection. The Irrigation Contractor shall verify the available GPM and P51 prior to installation of the system. 2. Do not willfully install the irrigation system as shown on the drawings when it is obvious in the field that conditions exist that might not have been considered in the design process. for example : obstructions, grade differences, water levels, dimensional differences, etc. Refer to the Landscape Plan to avoid conflicts with proposed trees or shrubs. 3. Piping may sometimes be indicated as being located in unlikely areas: i.e., under buildings or pavement, outside of property lines, in lakes or ditches, etc. This 15 done for graphic clarity only. Whenever possible, piping is to be installed in open, green" areas. 4. If required, the Irrigation Contractor shall provide the necessary "Right of Way" use permits. 5. Pipe sizes shall conform to those on the drawings. 5ub5tituting with smaller pipe sizes will not be permitted. G. Mainline is to be installed with a minimum of 24" depth of cover. Lateral Imes are to be installed with a minimum of 12" depth of cover. 7. Unless otherwise indicated, all sleeves are to be PVC 5ch 40 and two (2) nominal sizes larger than the pipe to be Sleeved. for example: The sleeve for a 2" pipe shall be 3". No irrigation sleeve shall be smaller than 2". 8. Wherever practical, install valves in mulched beds and/or out of high traffic areas. All valves , flush valves and wire splices shall be installed in Rain Bird wide flanged, structural foam "plastic" valves boxes as follows: Remote Control Valves #VB-STD ( I G"w x 2 1 "1 x 12"h) std. rect. box Isolation Gate Valves #VB-7RND (9"dia. x 9"h) 7" round box Wire 5p110e5 #VB- I ORND (I 3"dia, x I 0"h) 10" round box Drip Zone Valve / Filter Assy #V15-5PR (23"w x 331 x 15"h) 5uper Jumbo Rect. box 9. Refer to Valve Designation Symbols for controller, station number and designed flow rate for each remote control valve. 10. All 24 volt control cable to be UL Listed, single strand, type OF GOO Volt control cable. 5ize and color as follows: Common Wires - size AWG # 12 or larger and WHITE in color. Hot Wires - size AWG # 14 or larger and RED in color. 5pare Wires - size AWG # 14 or larger and BLUE in color. I I. Ali spf;ces to the 24 volt control wiring shall be made with Rain Bird #D5TWC 24-GOO volt, direct bury splice kits: 1 2. Ali control valve wires shall be bundled and taped together at 20' intervals and placed along the side of the mainline pipe. 13. Ali t'�7op-�ry sprinkler heads shall be installed level and flush to grade. Mount all sprinklers on flexible connections as follows: 112" inlet spray heads 18" of Heavy Wall PVC IP5 Hose 3/4" inlet rotor heads 18" of Heavy Wall PVC IP5 Hose 14, Location of all sprinkler heads shall be site adjusted to minimize water overthrow onto building surfaces and walkways, Throttle valves on spray zones as required to prevent fogging. 15. Install drip tubing at grade and cover with mulch. Typical spacing for drip tubing is 18" to 24" on center. 5pac€n6j to be determined by plant layout. Refer to Landscape Plan. Anchor tubing every 7' with 8" long wire tubing Stakes, lnstall flush valve assemblies at all tubing "dead ends". 1 G. Exact controller locations) shah be coordinated with an Owner's Representative prior to installation. Unless others SC stated. the General Contractor shall provide 110 volt power to the controller location(s). The Irrigation Contractor Is responsible for the connection from the power source to the controller(s). 17. At each irrigation controller, install a "secondary surge arrester" to the incoming (1 20 volt) power supply (Intermatic #AG2401 or equal). 18, At each irrigation controller, install an "supplementary earth ground grid" with a minimum of two (2) 4" x 9G" grounding plates. Test the resistance to earth per NFPA 5tandard #780. A acceptable earth ground shouid have 15 ohrns or less resistance. Use more plates or grounding rods as needed to achieve the desired resistance reading. 19. A weather based sensor with interface shall be connected to the irrigation controller. The sensor/ interface shall adjust the irrigation program based on daily weather readings. The sensor shall be nstalled to meet local codes andlor minimum manufacturer's recommendations. Obstructions, vandalism and ease of service shall be considered in locating the device. 20. The IRRIGATION CONTRACTOR shall prepare an A5-5UILT drawing on reproducible paper detailing the actual installation of the irrigation system. The A5-15UILT drawings shall locate all main line piping, control wires, wire splices, sleeves and valves by showing exact measurements from permanent features (buildings, edge of pavement, power poles, fire hydrants, etc.). Include depth of cover on mainline and 54eeve5. 2 1 . No product substitutions will be permitted without the written permission of the Owner's Representative, lrrigation Contractor to provide submittals to the Owner's Representative for approval prior to installation. 22. Any other equipment required that is not other wese detailed or specified shall be installed as per manufacturer's recommendations and local code. IRRIGATION PLAN 71 LUMINAIRE Symbol Label Qty Catalog Number ° A 16 POV-1­15-175MH 1 P OV-H5-175MH w/ SIDE SHIELD C 3 MRW 175 T (PROBE) D 10 MRW 50M WT d- LUMINAIRE I Description Lamp File Lumens a; F Watts Location PROVIDENCE POST TOP LUMINAIRE WITH FOCUSED No. Label � }� Fight Orientation OPTICAL SYSTEM, SMOOTH AND HAMETOE PECULAR TYPE 5ONE VENTURE 175 HORIZONTAL LAMP REFLECTOR, FLAT TEMPERED CLEAR GLASS WATT ED17 CLEAR MED PR01-I�5- 11700 .aa 213 17729A 16170.4 8.0 n/a LENS. TOOL -LESS ACCESS FOR REFLECTOR AND BALLAST ASE F'SMH P 175MH.IES A MODULE LUMEll1700 PROVIDENCE POST TOP LUMINAIRE WITH 2 A 17681.0 16207.8 18.0 n/a FOCUSED OPTICAL SYSTEM, SMOOTH AND HAMMERTONE SPECULA TYPE ONE TUBE 17 18.0 n/a 5 HORIZONTAL LAMP REFLECTOR, FLAT TEMPERED CLEAR GLASS ATT ED17 CLEAR MEDPROV-HS- 11700 1 r 30 213 3 A 17634A 16170. a._ LENS. TOOL -LESS ACCESS FOR REFLECTOR AND BALLAST MODULE BASE PSMH LAMP 175MH IES 18.0 n/a LUMENS=11700 A 17586.4 1207. ARCHITECTURAL SCONCE WITH WIDE THROW DISTRIBUTION 18.0 n/a WITH CLEAR, FLAT GLASS LENS, CLEAR LAMP. MEETS THE ONE 1 - 5 ATT CLEAR - +� � A � � �38.6 16170.4 "NIGHTTIME FRIENDLY CRITERIA". E 17 METAL HALIDE, MRW175M_ 1600 1.� 213 HORIZONTAL POSITION. -(PROBE).ies A 17488.5 16151.0 18.0 n/a 6 ARCHITECTURAL SCONCE WITH WIDE THROW DISTRIBUTION °18.0 WITH CLEAR, FLAT GLASS LENS, CLEAR LAMP. MEETS THE ONE 50- ATT CLEAR r - A 17707.7 16100.5 n/a "NIGHTTIME FRIENDLY CRITERIA". 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TIME CONTROL TROL SHALL BE PROVIDED FOR ALL NEW LIGHT1 G FIXTURES LCM-PL SERIES PHOTO LIGHTING CONTROLAND SYSTEMS BY PLC-MULTIPOINT, INC. • ! APPROVED ONLY,3. LUMINARIES AND CONTROLLER INDICATED ARE FOR DESIGN PRIOR TO INSTALLATION, l CONTRACTOR SHALL PROVIDE OF PROPOSED POLES, BASES, MOUNTS, SPECIFICCONTROLLER AND APPURTENANCE FOR APPROVAL OF • ! • STATISTICS Description p S mbol Y Avg g Max Min Max/Min Avg/Min Overall + 0.6 fc 6.7 fc 0.0 fc N / A N / A South Property (Residential) + 0.0 fc 0.0 fc 0.0 fc N/A N/A Parking / Traffic Circulation Area + 1.5 fc 4.1 fc 0.3 fc 13.7:1 5.0:1 LIGHT POLE MOUNTING HEIGHT (18' MAX.) NOTE: BASE -A POLE •: N CONTROLS TO BE INSTALLED PER MANUFACTURER'S • r NOTE: WALL MOUNTASSEMBLY, LIGHT FIXTURAND CONTROLS TO BE INSTALLED r: • MANUFACTURER'S REQUIREMENTS. WALL MOUNT MOUNTING HEIGHT (20' MAX.) FIN. GRADE y WALL MOUNT 1:1111111,111 CANOPY UNDER CANOPY MOUNTING HEIGHT (9' MAX.) FIXTUREWALL MOUNT ASSEMBLY, LIGHT A; CONTROLS TO BE INSTALLEDPER MANUFACTUR • r MINN F1111 11/14 SUBMITTAL 1. J e I P, i r' b ITEM NUMBER IV. B. PUBLIC HEARING INSPIRED LIVING ASSISTED LIVING FACILITY & MEMORY CARE PRELIMINARY SITE PLAN A 41 mayor Commissioners S. Scott Vandergrift _\ John Grogan, District 1 Rosemary Wilsen, District 2 City Manager - _ - - Rusty Johnson, District 3 Robert Frank `1 `�� Joel F Keller, District J fill dl STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Planner DATE: December 9, 2014 SUBJECT: Inspired Living Assisted Living Facility & Memory Care Preliminary Large -Scale Site Plan Project # LS-2014-003 ISSUE: Should the Planning and Zoning Commission recommend approval of the Preliminary Site Plan for Inspired Living Assisted Living Facility & Memory Care? BACKGROUND: The subject property is approximately 8.76 acres in size and is located on the east side of Tomyn Boulevard approximately 255 feet south of Patriots Point Drive. The subject site is currently undeveloped with a variety of trees, wetlands and 100-year floodplain areas Wetlands and flood zones areas are associated with the Johns Lake Basin and are situated on the property's eastern and southern boundaries. The existing land use to the north and east is Single -Family residential subdivisions zoned R- 1A, R-1AAA (Brookestone Subdivision) and PUD Low Density (Wesmere Subdivision) To the south there is an unincorporated parcel (+/- 1A acres) of land which is heavily treed and currently undeveloped, zoned (Orange County) A-1 Situated west across Tomyn Boulevard is a water retention pond owned by the Orlando -Orange County Expressway Authority Currently, it is being utilized for stormwater abatement for SR 429 Further west across SR 429 is a vacant undeveloped parcel zoned (City of Winter Garden) A-1. The Future Land Use designation is "Low Density Residential" which allows up to 4 dwelling units per acre. The surrounding future land use is "Low Density Residential" except for certain portions to the south and east which are designated as "Conservation/Floociplains". The Planning and Zoning Commission Meeting Date December 9, 2014 Page 2 of 2 The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING DIRECTION: North Low Density Remdential & Conservation/Floodplams/Crty, of Ocoee "LDR" & "ConscrvanoWFloodplains"/R-IA ("Bmokestonc") East Low Density Residential & ConservatioreFloodplanoWCAy o£Ocoee "LDR" & "ComervanomFloodplams"iPUD •'planned Urn Development" (Wesmere Subdivision Conservation Tma) South Low Density Residential & Conservation/Flood lams/Ci of Ocoee `LDR' & "Conser snon/Floodplains" West SR 429 SR 429 DISCUSSION: The Preliminary Site Plan will consist of a three-story 102,729 square feet 150 beds Memory Care/Assisted Living Facility The memory care will consist of a single -story with the assisted living being located in a three story portion. As shown on the Preliminary Site Plan, the facility will have two access points on Tomyn Blvd An eight (8) foot sidewalk will be installed along Tomyn Blvd. There will be a 15 foot landscape buffer with landscaping above the code requirements along entire frontage of Tomyn Boulevard Water and wastewater, reclaimed water (when available), solid waste, police and fire protection will all be provided by City of Ocoee Consistent with City policy, the wetlands/floodzones and associated upland buffers will not be developed and will be dedicated to the City Finally, the Applicant has requested no Waivers from the Land Development Code for this project DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on December 2, 2014, and reviewed the Preliminary Site Plan for Inspired Living Assisted Living Facility & Memory Care There were several technical issues to be addressed from the City's Planning Division, Engineering Department and Utilities When the discussion was finished, the Committee voted unanimously to recommend approval of the Preliminary Site Plan, subject to making the changes discussed at the DRC meeting before the City Commission meeting. Based on the recommendation of the DRC, and the proposed plan's compliance with the Ocoee Land Development, staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary Site Plan for Inspired Living Assisted Living Facility & Memory Care. The Planning and Zoning Commission Meeting Date December 9, 2014 Page 3 of 3 Attachments Location Map, Zoning Map, Aerial Map, Preliminary Large -Scale Site Plan for Inspired Living Assisted Living Facility & Memory Care rec'd Nov 26, 2014 \EtEnNp pNNNpEnnIENn 4LC3G�,' MINE IN MFORSH \\n3S�L3SrR7nI� \\[�flQZSL�n�• EI INEone. fll �. G so E\Ei i NEEENn �► 117C�"-G11 � 1111111111111� on i E3S�SiflSE � \\ ■ NINE \\ m �nnnN� = of I Ip Q>•��ao i nnnld noon . �aoa�ofla :u nn 11111! ♦\EIrIrINN LW m Is 1� Illllf NOR pin 0.1 . IeQaeL� nurr�i nnILI nle ^¢m 9.11.1.11mm1 _ • ���n l nnlunn � tS�GE w 111E IIIle1��137�1 'ir.�r,N: • N m mill Inspired Living Surrounding Zoning Map e 4s Si Owee Community Devebpment DepaNnenl 1 inO = 880 735053 feet 300150 0 300 500 M Fee Printed: Dec. 2014 "Subject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (PS) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) ® High Density (PUD) Public Use (PUD) %// Unclassified Lakes and Water Bodies EIS 7cy) -o cc a) o `m x E a) 'd tp U) c �� Radbourne 4 Mt Pleasant ! , ti Patriots Point. r, c ` o c + W•�: Caurbnbr(rg . F T Crofton;K;' ' co O ` F - '.V r , Q) 4es�� �! 7 L t0 0 EN OWNER: SENIOR CARE LIVING V, LLC 8380 BAY PINES BLVD, .T.- PETERSBURG, FL 33709 APPLICANT: CLIFF DAVIS 8 BEACH PETERSBURG, FL 33701 !: `72700836"W0617 ITTING AGENCIES S.J,R.W,M.D.. ENVIRONMENTAL RESOURCE PERMIT F,D.E,P.I.- WATER AND WASTEWATER SYSTEM PERMITS CITY OF OCOEE: SITE PLAN APPROVAL e e �N PIRED LIVING AMI PARCEL I.D. No. 30-22-28-0000-00-057 SITE VICINITY MAP 54 .. x , ,.nos t .� � s ,.s,.�. ,.FkAs gk ``,�` { _„ tt ,. SITE PAVING, GRADING and DRAINAi I�.l'l" IA490c,LLJ .�' aid isC SITE UTILITY PLAN 7,g NOT TO SCALE www.feg-inc-us ffl 14-U83 C UVEH.IJWU ■ "M SURVEY NOTES: 1, LANDS SHOWN HEREON WERE NOT AB$TRACIEP MY Thff SURVEYOR FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD OR OWNERSHIP, 2, THE LAND DESCRIPTION AND EASEMENTS SHOWN HfftON ARE IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. BEARINGS REFER TO ASSUMED N8015'32"W ALONG ?4 W. LINE OF SECTION 30 4. ALL DISTANCES/ANGLES ARE MEA5UIRE9/QEED UNLESS OTHERWISE SHOWN. 5. NO UNDERGROUND IMPROVEMENTS 1W LAD. EIVAi1 FEER TO ORANGE COUNTY DATUM. SITE BENCHMARK IS FF 6. FLOOD ZONE: X & A SCALED P140M FEMFA 4AP. RVNCWAMS NGVD 1929, SITE BENCH E. RIM STRUCTURES. 7. THE PURPOSE OF THIS SURVEY 16 TO $HOW W,010AWY AND GENERAL CONTOURS OF SITE. B. TREE SURVEY NOT UPDATED. ORANW Q"TY KIN014MARK L931006 CONVERTED TO 1929 DATUM USED. TREE LEGEND. 2 4 er Numb Ful! Desc Nor iki h4k Desc 0 I 4 16ir Oak 6y -, 20 oak 65 12 5 16in ook 666 24 oak 6 12in oak 667 8- 11--24 oak 7 1 Oin oak 668 22 ook 8 161n oak 669 16 15- 9 oak 9 121n oak 670 6 26 oak 0 22ir oak 671 24 oak 11 9­14- 22ook 1 6,12 24 12 gin oak 10ak 613 8-- 7 ook GRAPHIC SCALE 13 19in Oak 6�4 8.24..k 671 14 oak 14 1 4 oak 15 8 oak 679 '10 o.k 16 8 oak 677 '15 ook 100 200 400 17 10 oak 678 8 wk 18 2 oak 619 12 14 oak 19 1Oakn 680 10 14 -13 oak 31 16i2Oak 681 18 12 B-19 oak 32 16in oak 682 13-24 oak IN FEET 33 Bin oak 708 11, 16 oak 34 1 Oin oak 709 14 i5­17­20 oak 1 i-nch = 100 ft. 35 Bin oak 7 TRE1, 37 121n oak 7110 I9ook 38 gin oak 712 13ook 39 8in oak 713 13in oak 40 gin oak 714 15­19oak 41 13-1 Oin Oak o' 715 lo 24oak 42 12in ook 720 12in oak 43 8--gook 721 FRCS-,, 44 Bin oak 72) 9- 9 oak 45 12in Oak 728 9 ouk 46 1 4--16oak 729 9 ook 47 11in oak 730 6 19 oak 48 13in oak 731 '15 ook 49 gin oak 732 9fi, oak 50 12in oak 733 14 ,-,ok 51 gin ook 734 12i:ouK 52 gin oak 735 1 N oak 53 12in oak 736 Bin ,�ak 54 Oin 1 oak 2 124� oak 55 12in Oak 743 , lin oak 0- 1 2­9 oak 56 10--12- 744 124, oak 57 gin oak 746 gin 'Jak 58 Bin Oak 47 10 ,ak 59 15in ook 748 9il I Oak 61 Bin oak 749 'I look 62 12in oak 5C1 12ook 63 1 2ir oak 751 &n ook 64 15iri ook 752 TRt, I' 467 TREE 759 gin oak 588 '17 sickarnore 760 1 Di(, oak 589 12 sickarnofe 761 Bin oak 590 9 oak 772 8-- 1,15in oak 591 22 oak 773 9 (9)k 603 30 Oak wp 774 10 oak 604 27 oak ' " 78 13in oak 605 32 oak -'69 11h Oak oak 616 33 , 780 9 oak 618 20 Oak 78i 9 oak 623 22 oak 782 14 Oak 628 14 oak 783 11i" ook 629 18 Oak hwf 784 Jlook 632 19 Oak 782', '10 �'ak 641 TREE 7 8 "', 12io oak 642 TREE 792 9 ook 644 10 oak 793 16iii oak 645 27 oak 794 11in oak 653 18 oak 795 i4"ik 654 TREE '796 rRtI ' 655 TREE 797 2 Inin oak 656 24 Oak 798 9 ... ik 657 22.-20-- 22--12oa 800 17ill Oak 659 16- 9-.10-,8-13 812 8 1 1) oak 660 20-24 Oak 813 9 ook 661 11­16-20-22 oak 815 12if) oak 662 8­12­10­17 oo 816 8In maple 663 18 oak 817 13in oak 664 14­15 oak 818 9­14-18 oak 819 24 oak !W_ Commence Parcel 2 FD 1" IR in well box SW CORNER SECTION 30 TOWNSHIP 22 S. RANGE 28 E. Storm TOP=127.33 INV = 122.93 tit y2� ti Jo Ati A 41 RIM-1 27.90 FLOW LINE 127.50 C; BOTTOM-115.90' (FULL OF WATER) CURB INLET (TYP) NAIL & DISK LB# 68 ,3' x 3' COLUMN �2' X 2' COLUMN CONC. WALK 4§1 SMH TOP=125.79 SW INV = 121,39 (6" PVC) ICK WAL NE INV = 121.39 (6" PVC) ATE NAIL & DISK LB# 68 CONC. WALK DRIVEWAY 2' X 2' COLUMNS (TYP.) IRRIGATION BOX L 3' X 3' COLUMNS (TYP.) WALL DRAINAGE SWALE r- TOE LEGEND: A -DELTA P.O.B.-POINT OF BEGINNING PLAT F.F.-FINISH FLOOR FD-FOUND R-RADIUS CM -CONCRETE MONUMENT Q-PER M-AS MEASURED ELEVATION IR-IRON ROD L-ARC LENGTH PCP -PERMANENT CONTROL (C�-AS CALCULATED PRM-PERMANENT REFERENCE IP-IRON PIPE B,R.-BEARING REFERENCE POINT D -PER DEED MONUMENT R&C-ROD & CAP U.E.-UTILITY EASEMENT C.L.-CHAIN LINK OHW-OVER HEAD WIRES CP-CONCRETE PAD P&C-PIPE & CAP D.E.-DRAINAGE EASEMENT R/W-RIGHT OF WAY PP -POWER POLE q-CENTERLINE N&D-NAIL & DISC PC -POINT OF CURVATURE ORB -OFFICIAL RECORDS PG -PAGE PCP -PERMANENT CONTROL PB-PLAT BOOK TYP-TYPICAL BOOK PAV-PAVEMENT POINT ()-SET ROD AND CAP LS #3691 LEGAL DESCRIPTION: Parcel 1 Begin at the northeast corner of the southwest 1/4 of the southwest 1/4, of Section 30, Township 22 South, Range 28 East; thence South, 874.51 feet; thence South 88 degrees 52 minutes 23 seconds West, 392,31 feet;thence North 13 degrees East, 906.48 feet; thence East 167.80 feet to the POINT OF BEGINNING. -1 POB Parcel 1 Parcel 2 " / E 1\189'11'5�1Z C NE corner SW 1/4 THAT PART OF: 167.8 Z SW 1/4 Section 30 (East A The South 438.00 feet of the Southwest 1/4 of the Southwest 1/4 of Section 30, Township 22 South, Range 28 East, Orange County, Florida. Base Flood per Brookstonera 'study 121.4' / Subject to road right-of-way over the West 30 feet thereof. Described as follows: edge water From the Southwest corner ci the Southwest 1/4 of the Southwest 1/4 of Section 30, Township 22 South, Range 28 East, Orange County, Florida, run North 88 degrees 52 minutes 23 seconds East 30.00 feet along the South boundary of said Southwest 1/4 of high water 120.0 the Southwest 1/4 to a point on the Easterly right of way line of Windermere Road; BROOKSTONE UNIT 3 thence run North 00 degrees 16 minutes 32 seconds West 438,05 feet along said Easterly PB. 50, PG. 113 right of way line to a point on the North boundary of the South 438.00 feet of said Southwest 1/4 of the Southwest 1/4; thence run North 88 degrees 52 minutes 23 seconds East 905.09 feet U'long said North boundary for the POINT OF BEGINNING; thence continue North 88 degrees 52 minutes 23 seconds East 392.31 feet along said North boundary to a point on the East boundary of the aforesaid Southwest 1/4 of the Southwest 1/4; thence run South 00 degrees 25 rninutes 00 seconds East 403.60 feet co along said East boundary, thence run North 88 degrees 52 minutes 03 seconds West WE -�FE� 62.19 feet; thence run North 72 degrees 37 minutes 07 seconds West 52.86 feet; thence 3: vi rur, North 52 degrees 04 minutes 28 seconds West 90.68 feet; thence run North 66 01 Iegrees 31 m,,rutes 38 seconds West 173.72 feet; thence run North 82 degrees 35 mnl%tes 27 secc-ds West 11',, 97 feet to a point being South 13 degrees 55 minutes 18 seconds West 246.73 feet from the Point of Beginning; thence run North 13 degrees 55 M minutes 18 seconds Eost 246.73 feet to the Point of Beginning; 11 100 year flood line (A scaled In from FEMA map # 12095CO220F ty) C 0 Parcel 1 ip 'llp 00 lb RIM-126.80 0 no b' FLOW LINE =125.43 JK BOTTOM=116.90' �Iy (YN ct y ,tip (FULL OF WATER) a n'��§r V, 01 SOLID WHITE ;go ky" N,8,5'5 2'2 349E POB 9,5 , N line S 438' SW 1/4 0O's SW 1/4 Section 30 RIM-1 24.72 Au FLOW LINE =124.28. E INV = 118.32 N INV = 118,32 S INV = 118.00 "n Warrior - 1%ad G C§ 1 4- 1.97) __N8235'27)'W 1�1 10' S88 52 23 W 'b 3 9 W — 1 2 N88'52'23"E Ab ebo Parcel 2 4k14a (a "5 IA166 \1 9illl 0 -90 2.86 Base flood line N88*52'03"W per Orange County study 62.19' 117.3' DRAINAGE SWALE DRAINAGE SWALE BROOKHAVEN OAKS PB. 36, PG. 125 Items from Title Commitment First American Title Insurance Company # 5011312-0280060e Items 7 and 11 are general not depicted Item 8 Ordinance No. 2008-02 recorded in ORB. 9647, Pg. 1124 is blanket in nature not depicted Item 9 Ordinance No. 2008-04 recorded in ORB. 9647, Pg. 1134 is blanket in nature not depicted Item 10 Rights of others in and to the use of road right of way (Winderemere Road) over West 30 feet described in Corporate Warranty Deed recorded in ORB. 10461, Pg. 5817 is depicted. All itmes recorded in the Public records of Orange County, Florida. Certified To: City of Ocoee Shuffield, Lowman & Wilson, P.A. CERTIFICATE: I HEREBY CERTIFY THAT THE SKETCH OF SURVEY HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 5 J 17 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON. UNLESS IT BEARS THE SIGNATURE ONLY. ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY & IS NOT VALID. BY- — _4ATE:/ GARY A. BURDEN FLORIDA REGISTRATION NO. 3691 Q0 ­t CQ C\2 rO 0 LO co U) Cc co LO 1.4 �4 0 n-11 0 u J 4 Q) 3� f 0 0 65 0 0 011, m n & :D 0 Q0 0(.0 " C:) 0 0 (-) �r- LLJ 0_0 Ur 0 0 o 0 _0 LIJ < (If PROJECTNO. 05059 GENERAL NOTES: 1. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS. 2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED & ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. 3. THE SPECIFICATIONS, NOTES & PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT PURPORT TO COVER ALL DETAILS OF DESIGN & CONSTRUCTION. HOWEVER„ THE CONTRACTOR SHALL FURNISH & INSTALL THE WORK IN ALL DETAILS & READY FOR OPERATION, 4. ALL EQUIPMENTS SHALL BE HANDLED, STORED, INSTALLED; TESTED & OPERATED IN STRICT ACCORDANCE WITH THE APPLICABLE MANUFACTURER'S WRITTEN INSTRUCTIONS. 5. ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP STANDARDS AS APPROVED BY THE ENGINEER. 6. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, & LOCAL CODES, ORDINANCES & REGULATIONS. 7. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE BIDDING. 8. AFTER COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM SITE CLEAN-UP OPERATION FOR REMOVAL OF ALL TRASH, DEBRIS, EXCESS MATERIAL & EQUIPMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESENT THE PROJECT SITE CLEAN & IN GOOD ORDER AT THE TIME OF FINAL ACCEPTANCE. 1 1 9. THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS, & SPECIFICATIONS OF THE QC�R MANUAL AND THE LAND DEVELOPMENT CODE FOR SITE IMPROVEMENT IN THE ABSENCE OF A ARI 10. FLORIDA LAW (F.S. 553.851) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING & CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY_A:MINIMUM-OF 48_HOURS & A MAXIMUM OF-5 11. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE COMPANIES OF PROPOSED r#P..OD START OF #. R ACCORDANCE WITH THEIR iPTANDARD REQUIREMENTS; M BUT NOTM TO WATER, SEWER, POWER, OPTELEPHONE,; CABLE TV COMPANIES. 12. ANY • CONDITIONS FROM THAT WHICH IS REPRESENTED R # R ABOVE, ON OR BELOWr A GROUND, SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF OWNER IN WRITING. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONSBE ALLOWED IF CONTRACTOR FAILS#. PROVIDE R#D REQUIRED OWNER,WRITTEN NOTIFICATION OF SUCH CONDITIONS FOR REVIEW BY THE ENGINEER & 13. THE CONTRACTOR SHALL FURNISHOWNER WITH ACCURATE RECORD DRAWINGS r • A R. N BY A LICENSED PROFESSIONAL R#. # x SURVEYOR WILL NOT BE RETURNED. THE RECORD DRAWING OR A REPRODUCIBLE COPY PREPARED BY ENGINEER SHALL BE CERTIFIED BY THE CONTRACTOR AS CORRECT. ALL INFORMATION WHICH IS UNCHANGED & CURRENT SHALL BE NOTED BY CHECKING OFF OR CIRCLING. ALL REVISED INFORMATION SHALL BE CRO OF OCOEE'S ENGINEERING STANDARDS SHOWING AS -CONSTRUCTED HORIZONTAL & VERTICAL DIMENSIONING OF THE WORK. THE SUBMITTAL COPY OF THE RECORD DRAWINGS • ALL PRIVATE R A PUBLIC B PROPERTIES POP R AFFECTED BY THIS #.R' SHALL R RESTORED TO A CONDITION # A O OR BETTER A. EXISTED UNLESS SPECIFICALLY. # BY THE PLANS.# FOR SUCH RESTORATION SHA BE INCIDENTAL TO OTHER CONSTRUCTION & # EXTRA COMPENSATION WILL BE ALLOWED. 1. THESE PLANS ARE BASED ON A SURVEY PREPARED FOR THE OWNER BY ALD 11, INC. AND DATED(OCTOBER 6, 201,.,j 2. REFER TO SHEET C-2 FOR REFERENCED BENCHMARK. 3. CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLETELY STAKE & CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL & VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY APPARENT DISCREPANCIES ARE FOUND, 4. ALL DIMENSIONS ARE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL VERIFY THE ACCURACY OF THE BUILDING GEOMETRY SHOWN WITH THAT IN THE FINAL ARCHITECTURAL DRAWINGS, PRIOR TO STAKE -OUT, & SHALL NOTIFY OWNER & ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. CONTROL ,IEVICES, LATEST EDITION, & THE CiTY OFF 60EES ENGN' TANDARDS MANUAL AND LAND DEVELOPMENT CODE. PARKING SPACES A 2. HANDICAP PARKING SPACES SHALLBE PROPERLY SIGNED a STRIPED ACCORDANCE FLORIDA #ASTATUTE 6 THE MANUAL JNIFORM TRAFFIC CONTROL DEVICES ! OTHER APPLICABLE STANDARDS. REFER TO M # ROADWAY M- TRAFFIC DESIGN STANDARDS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH(THE CITY OF OCOEE'S ENGINEERING STANDARDS MANUAL AND) CONSTRUCTION SPECIFICATIONS 4 THE LATESTEDITION OF THE FLORIDA M PA► .. # RA POw A` O A iARO .-P ' a FOR ROAD X.. BRIDGE CONSTRUCTION, UNLESS STATED OTHERWISE IN THE SPECIFICATIONS OR ON THE PLANS. 2. SUBSURFACE OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PRO THE ACCURACY INFORMATION # _ THIS Oa . O' '.. OGUARANTEED . i O # B CONSTRUED A « PART #. PLANS O. GOVERNING CONSTRUCTION OF PROJECT. 3. THE LOCATIONS OF EXISTING UTILITIES & STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED THE BEST INFORMATION AVAILABLE & ARE OR THE CONVENIENCE . OCONTRACTOR. ENGINEER ASSUMES O R P! ONSIBILITY R INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS R FIELD LOCATIONS a. FOR ANY RELOCATIONS OF #' OWNERS, SHALL BE DONE IN A TIMELY FASHION TO MINIMIZE IMPACT ON THE CONSTRUCTION SCHEDULE. ANY DELAY OR INCONVENIENCE CAUSED THE CONTRACTOR BY THE RELOCATION O. THE VARIOUS SHALL M INCIDENTAL O THE CONTRACT s NO EXTRA COMPENSATION , RAO WILL BE ALLOWED. A ALL FILL MATERIAL xP R A GENERAL IMPROVEMENTAREAS SHALLS COMPACTED PA # A # P % #SOIL'SMODIFIED PROCTOR MAXIMUMDR.. ME A. DETERMINED BY AA O w.O. SPECIFIC SITE PREPARATION METH P PA rA# #I P OF O BE USED FOR PARKING & BUILDING AREAS, COMPACTION SA, BE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. REFER O PAVEMENT SECTIONDETAILS Or MATERIAL & COMPACTIONREQUIREMENTS OF PAVEMENT SUBGRADE. 5. ALL UNDERGROUND INCLUDING II[. R ELECTRICAL, x CABLE w: &TELEPHONE A. S. INSTALLED D PRIOR s#P TO PAVEMENT CONSTRUCTION. IMMEDIATELY / 6 # r # NOTIFYR OF ANY PROBLEMS R REQUIRING DEVIATION R O. THESE PLANS SPECIFICATIONS. 7. THE CONTRACTOR SHALL SUBMIT DETAILED P DRAWINGS O: ALL MAJOR ITEMS PROPOSED D OR THIS PROJECT O THE ENGINEER PRIOR TO ORDERING ANY OF THE EQUIPMENT. UPON 0:.. RA OR. RECEIPT O APPROVED SHOP DRAWINGS FROM ENGINEER, THE CONTRACTOR A # # WITH THE WORK. w DISTURBED AREAS BE SODDED UNLESS OTHERWISENOTED ON THE PLANS. ALL SODDINGDONE IN ACCORDANCE SECTIONWITH # OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'SSTANDARD SPECIFICATIONS OR ROAD ! iRI.#. CONSTRUCTION, LATEST EDITION. NOT A # FOR # R # 1. CONTRACTOR SHALL COORDINATE WITH CITY OF OCOEE UTILITIES DEPARTMENT FOR CONSTRUCTION OF THE WATER AND SEWER SYSTEMS, RESPECTIVELY. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THEIR SPECIFICATIONS AND REQUIREMENTS, AS APPLICABLE AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. 2. CONTRACTOR SHALL COORDINATE ALL WATER AND SEWER SYSTEM TEST SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE AND PROVIDE FIVE (5) WORKING DAYS NOTICE OF WATER AND SEWER TESTS. CONTRACTOR'S FAILURE TO PROPERLY NOTIFY ENGINEER MAY RESULT IN RETESTING AT ENGINEER'S OPTION AND AT CONTRACTOR'S EXPENSE. 3. ENGINEER RESERVES THE RIGHT TO WITHHOLD APPROVAL FOR ANY PORTION OF THE WATER OR SEWER PIPE WORK WHICH HAS NOT BEEN TESTED (OBSERVED BY ENGINEER) AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS. 4. SITE CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY SERVICES WITH FINAL ARCHITECTURAL DRAWINGS AND BUILDING CONTRACTOR. 5. CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAIN PRIOR TO ORDERING TAPPING MATERIALS FOR TIE-INS. 6. CONTRACTOR SHALL MAINTAIN A SET OF RECORD DRAWINGS MARKED UP WITH HORIZONTAL AND VERTICAL AS -BUILT INFORMATION ON LOCATION OF WATER MAINS, FITTINGS, AND WATER SERVICES LOCATED FROM CENTERLINE OF NEAREST FIRE HYDRANT OR NEAREST MANHOLE, 7. SITE UTILITY WORK SHALL TERMINATE 5 FEET FROM BUILDINGS UNLESS OTHERWISE STATED. 8. CONTRACTOR SHALL NOT ACTIVATE WATER SERVICE UNTIL THE FDEP HAS CLEARED THE SYSTEM FOR USE AND THE CLEARANCE LETTER HAS BEEN RECEIVED BY THE OWNER. UTILITY SEPARATION - VERTICAL CLEARANCE: 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY -OR VACUUM- TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12" BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. 2. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES SHALL BE ARRANGED# THAT ALL WATER MAIN JOINTS ARE A ATHREE FROM '.. JOINTS ALL VACUUM-TYPE SANITARY I y/Y SEWERS, Ik # SEWERS, # •'i ♦ R FORCE MAINS, OR PIPELINES P RECLAIMED A# x • REGULATED DER PART R.. OF CHAPTER i i # a AND A LEAST FROM ALL JOINTS IN RA. OR PRESSURE-TYPE r...rPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. SEWER, UTILITY SEPARATION HORIZONTAL SEPARATION: 1NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITA STORM SEWER, STORMWATER FORCEMAIN,OR PIPELINE r, CONVEYINGRECLAIMED x :.O WATER R REGULATED UNDER r PART AP F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING PROPOSED GRAVITY -TYPE SANITARY A P SEWER ! A HORIZONTAL DISTANCE OF AT THREE BETWEEN OUTSIDE OF A P A AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY BOTTOM O 1. MAIN WILL B 2. AT LEAST (6") SIX INCHES ABOVE THE TOP OF THE SEWER): -A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF T WATER MAIN AN OUTSIDE # OR PROPOSED PRESSURE-TYPE R•:•SANITARY WASTEWATER OR I. OR PP CONVEYING RECLAIMED WATER O REGULATED UNDER PART III OCHAPTER6 AND A HORIZONTALAT BETWEENFEET OUTSIDE # WATER A AND A PARTS # ANY EXISTING OR PROPOSED #TREATMENTO DISPOSAL 2. THE CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH THE CITY OF OCOEE UTILITIES DEPARTMENT & IN ACCORDANCE WITH AWWA STANDARD C600 FOR DUCTILE -IRON PIPE. TESTING SHALL BE IN ACCORDANCE WITH AWWA MANUAL M23 FOR PVC PIPE. 3. THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH THE F.D.E.P. WATER PERMIT, & RECEIVE APPROVAL THEREOF FROM THE LOCAL WATER UTILITY, ENGINEER OF RECORD, & F.D.E.P., PRIOR TO PLACING IN SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THE F.D.E.P. WATER & SEWER PERMITS FROM THE PE WTS FROM THE OWNER & MAINTAIN THEM ON THE JOB SITE AT ALL TIMES. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA 651 "DISINFECTING WATER MAINS". SHALL BE PERFORMED IN ACCORDANCE VI,H AWWA 651 "DISINFECTING WATER MAINS", CONSTRUCTION OTESe T CONSTRUCTION, . .......,.. w ,. T.. , E SHALL BE SEPARATELY RESPONSIBLE FOR APPROPRIATE E , ,�, ,„ ,ION & TESTING BEYOND z, , �. . 1. THE PERMITT� ASSURE POTABILITY AT THE POINT OF USE. 2. POTABLE WATER PIPES WILL BE DISINFECTED IN ACCORDANCE W9TH AWWA SPEC IF€OAT.ONS Cs51. 3. POTABLE PIPES WILL BE HYDROSTATICLY TESTED IN ACCORDANCE WiTH SPECIFICATION NUMBERS C600 & C605 M23 FOR DUCTILE IRON & PVC PIPES, RESPECTIVELY. P B. DUCTILE IRON PIPE (3" TO 64") - AWWA C150/AWWA C151; LINING PER AWWA C104, COATING PER AWWA C116, ENCASEMENT PER AWWA C105, FLANGED PIPE PER AWWA C115, GASKET JOINTS PER AWWA C111 AND FITTINGS PER AWWA C110 OR AWWA C153, C. PVC (WITH NATIONAL SANITATION FOUNDATION SEAL) 1. AWWA C900/ASTM 1784 (4" TO 12") WITH DR25 MINIMUM; 2. AWWA C905 (14" TO 48") 3. PRESSURE RATED PIPE (SDR SERIES) SHALL BE ASTM D2241, SCHEDULE 40, 80, & 120 PVC PIPES PER ASTM D1785. THE COMPOUNDS USED FOR EITHER OF THESE TYPES SHALL BE PER ASTM D1784. D. POLYETHYLENE PIPE (1/2" - 3") - AWWA C901 WITH VALVES & FITTINGS (AWWA C800); r-x A P A A • #� R.O. E. NON-AWWA PVC PIPES (ALLOWED ONLY FOR SIZES LESS THAN 4 INCHES) MUST HAVE A MINIMUM PRESSURE CLASS OF 200 PSI AND MUST BEAR THE NSF MARK ON EACH INSTALLED LENGTH. CONNECTION TO EXISTING WATER MAINS: 1. IF CONNECTION OF THE PROPOSED ACTIVITY TO THE WATER MAIN WILL RESULT IN DEPRESSURIZATION OF THE EXISTING SYSTEM BELOW 20 POUNDS PER SQUARE INCH, ONE OF THE FOLLOWING MUST OCCUR: A. PRECAUTIONARY BOIL WATER NOTICES MUST BE ISSUED IN CASES OF PLANNED DISTRIBUTION INTERRUPTIONS; WHICH DEEMED AN IMMINENT PUBLIC HEALTH THREAT BY THE D:E.P. CENTRAL DISTRICT OR WILL AFFECT BACTERIOLOGICAL QUALITY OF THE DRINKING WATER UNLESS THE PUBLIC WATER SYSTEM CAN DEMONSTRATE, BY SOUND ENGINEERING JUDGMENT, THAT THE INTEGRITY OF THE WATER QUALITY ARE EXPECTED TO OCCUR & NOT DEEMED AN IMMINENT PUBLIC HEALTH RISK. B. IN CASES OF BRIEF INTERRUPTION IN SERVICE, ADVISORIES (NOT BOIL WATER NOTICES) SHOULD BE ISSUED IF TEMPORARY CHANGES IN WATER QUALITY ARE EXPECTED TO OCCUR & NOT DEEMED AN IMMINENT PUBLIC HEALTH RISK, FILLING OF WAT RMAINS: 1. FILLING OF PROPOSED WATER MAINS FROM EXISTING WATER MAINS WILL BE DONE IN ACCORDANCE WITH AWWA SPECIFICATIONS C651. 11/10/2014 REVISED PER CITY OF OCOEE COMMENTS DATED 11/3/2014. HA JAA 11/10/2014 2 REVISED PER NEW BOUNDARY SURVEY DATED 10/6/2014. HA JAA 1 1 /19/2014 3 REVISED PER CITY OF OCOEE COMMENTS DATED 1 1 /19/2014. HA JAA DATE REVISIONS BY CHECKED ASSISTED LIVING FACILITY f MEMOORYCARF iNft%da OCOEE, :N .A MATERIAL qri SPECIFICATIONS: MATERIAL SPECIFICATIONS x #. SHALL CONFORM OF # # ENGINEERING STANDARDS YxRO MANUAL. FLORIDA5127 S. Orange ENGINEERING Orlando, FL 32809 Phone: 407-895-0324 GROUP A.407-895-0325 FutureEngineering the LEGEND, NOTES AND SPECIFICATIONS DESIGNED BY DRAWN BY CHECKED BY APPROVED BY JAA HA JAA JAA - POLE SIGN SMALL PYLON SIGN LARGE PYLON SIGN RIGHT TURN DIRECTIONAL ARROW STRAIGHT DIRECTIONAL ARROW LEFT TURN DIRECTIONAL ARROW STRAIGHT AND LEFT TURN DIRECTIONAL ARROW STRAIGHT AND RIGHT TURN DIRECTIONAL ARROW HANDICAP PARKING SYMBOL F.D.O.T. TYPE "D" CURB F.D.O.T. TYPE "F" CURB AND GUTTER ( GATE VALVE BOX, WV= WATER, FV=FIRE, IV=IRRIGATION, & SSV=SANITARY SEWER CHAINLINK FENCE 3 - DECORATIVE WOOD OR ALUMINUM FENCE BARB WIRE FENCE ----* -- HANDRAIL SCREEN/RETAINING WALL, AS NOTED. HID BIKE RACK PARKING COUNT SYMBOL PER ROW ROAD CENTERLINE SYMBOL GRADING" & I F.D.O.T. TYPE "C" DRAINAGE INLET F.D.O.T. TYPE "D" DRAINAGE INLET El F.D.O.T. TYPE "E" DRAINAGE INLET F.D.O.T. TYPE "1 " DRAINAGE INLET F.D.O.T. TYPE "2" DRAINAGE INLET F.D.O.T. TYPE "3" DRAINAGE INLET F.D.O.T. TYPE "4" DRAINAGE INLET mosm F.D.O.T. TYPE "5" DRAINAGE INLET F.D.O.T. TYPE "6" DRAINAGE INLET s® STORM DRAINAGE MANHOLE MITERED END SECTION STORM DRAINAGE PIPE DRAINAGE FLOW DIRECTIONAL ARROW S-� DRAINAGE STRUCTUREBUBBLE ELEV, HI GRADE ELEVATION CONTOUR ELEVATION 90 EROSION CONTROL SILT FENCE No DCDA - DOUBLE CHECK DETECTOR ASSEMBLY NN DCVA - DOUBLE CHECK VALVE ASSEMBLY 00 RPZ - REDUCED PRESSURE ZONE DEVICE ® DOMESTIC METER 0 IRRIGATION METER 10.4 LATE VALVE BLOW -OFF GATE VALVE REDUCER WET WELL M 11.25° PIPE BEND 22.5° PIPE BEND 30° PIPE BEND 45' PIPE BEND 60° PIPE BEND T-1 90' PIPE BEND Isl TEE F�1 CROSS FIRE HYDRANT ASSEMBLY W/ UNOBSTRUCTED AREA I J CLEARANCES AS REQUIRED BY FIRE MARSHALL i_....... \ FIRE DEPARTMENT CONNECTION CLEAN OUT LIFT STATION ( 01 GREASE TRAP SITE LIGHTING DECORATIVE SITE LIGHTING UTILITY POLE PROJECT NO. SCALE AS -SHOWN DATE D T ER 3, 2014 4y:11122 SHEET 3 OF 10 FLORIDA ENGINf�,E�R N OUP, INC. CERT1 1OA `NO E W 5 lo No 45'128 STATE OF - 4 I it a#., Alm .A, BUFFER (71') KA r DEMOLITION NOTES 1. THE LOCATIONS, ELEVATIONS, & DIMENSIONS OF EXISTING UTILITIES & OTHER FEATURES ARE SHOWN ON THE PLANS ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION, THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, & DIMENSIONS OF ALL EXISTING UTILITIES & OTHER FEATURES AFFECTING THE WORK PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY FEG OF ANY DISCREPANCIES WHICH MAY AFFECT THE PROPOSED WORK. 2. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. 3. THE CONTRACTOR SHALL, PRIOR TO INITIATION OF ANY SITE CLEARING OR OTHER CONSTRUCTION ACTIVITIES, INSTALL SILT SCREENS DOWNSTREAM OF ALL AREAS WHICH HAVE POTENTIAL OF EROSION OR SEDIMENT TRANSPORT OFFSITE OR TO WATER BODIES. THE CONTRACTOR SHALL IMPLEMENT OTHER STRUCTURAL EROSION CONTROL MEASURES IF REQUIRED TO PREVENT SEDIMENT TRANSPORT TO OFF -SITE AREAS & WATER BODIES. 4. ALL TRASH, DEBRIS, & OTHER MATERIAL REMOVED FROM THE SITE SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE, & FEDERAL REGULATIONS. 5. ANY EXCAVATED TRENCHES ARE TO BE BACKFILLED WITH CLEAN SAND COMPACTED TO ATLEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE (AASHTO T-180). REFER TO GEOTECHNICAL REPORT FOR SPECIFIC COMPACTION REQUIREMENTS UNDER BUILDING & OTHER STRUCTURES. 6. ALL EXISTING CONCRETE TO BE REMOVED SHALL BE SAWCUT & REMOVED @ THE FIRST AVAILABLE GOOD JOINT & REPLACED TO MATCH EXISTING. 7. THE CONTRACTOR SHALL CONTACT THE GAS UTILITY FOR LOCATION BEFORE EXCAVATION. CHAPTER 17-153 F.S. REQUIRES THAT AN EXCAVATOR NOTIFIES ALL GAS UTILITIES AT LEAST TWO DAYS PRIOR TO EXCAVATING. ALSO CALL 1-800-432-4770 FOR SUNSHINE LOCATES. F.S. 556.101 THROUGH 1 1 1. 8. CONTRACTOR TO PROVIDE TREE PROTECTION AS REQUIRED BY THE LOCAL JURISDICTION. • WETLAND Llti ' `� :'� �`� �, D1. F.D.O.T. TYPE "III" SILT FENCE EROSION CONTROL BARRIER PER INDEX No. 102, TYPICAL. ,y BASE . EI"00( c' D2. 25'x5O' GRAVEL CONSTRUCTION ENTRANCE PER F.D.O,T INDEX No. 106. PER ' NGE_., COUNTY STUDY (1 . EXISTING CURB TO BE REMOVED, EL. 1'i17 ,3 r ..i j D4. EXISTING SIGN TO BE RELOCATED. 5' UPLAND BUFFER 3 �> TREES f, WETLAND LINE Number Full Desc Number Full Desc Number Full Desc Number Full Desc BASE FLOOD PER 4 16in oak 48 13in oak 667 8-1 1-24 oak 728 9 oak BROOKSTONE STUDY 5 16in oak 49 9in oak 668 22 oak 729 9 oak 4 J µl EL. 121.4 6 12in oak 50 12in oak 669 16-15-9 oak 730 6-9 oak 7 1 Oin oak 51 9in oak 670 16-26 oak 731 15 oak / U9,7 8 16in oak 52 9in oak 671 24 oak 733 14 oak 9 12in oak 53 12in oak 672 oak 734 12in oak n °' my ~,r�,`-�, 22in oak 54 ldin oak 673 8�17 oak 742 tin oak 11 9-14-22oak 55 12in oak 674 8-2400k 744 12in oak ^� 1� �, .� F J ,..� �,�� � , � i „ Y .� 16 8 oak 56 10-12-9 oak 675 14 oak 747 10 oak c' 18 12 oak 57 9in oak 676 10 oak 748 9in oak , PLANLEGEND DRIP LINE19 12 oak 58 8in oak 677 15 oak 749 1 look " ;t 33 8in oak 61 ` 8in oak 678 8 oak 750 12oak ,> W WHY A BARRIER? sPEICATiNs�R Waa BARRIeR 34 1Oin oak 62 12in oak 679 12-14 oak 751 8in oak ' SAW CUT & REMOVE EXISTING ASPHALT 1. TO PROTECT ALL ABOVE GROUND PORTIONS MINIMUM RADIUS To BE PROTECTED Is 35 8in oak 63 1 !n o - - I,- 2 oak 68d 1 d 14 13 oak 759 9!n oak °& CONCRETE IN HATCHED AREAS. -. z. TO PROTECT solL ;EAR TREE FROM37 12in oak 64 15in oak 681 18-12-8-19 oak 792 9 oak ENTIRE DRiPLiNE COMPACTION 2. MINIMUM 3' ?N HEIGHT .._.. 38 9in oak 656 24 oak 682 13-24 oak 793 16in oak f , 3. PROVIDES PH lCAL AND MENTAL 3, UPRIGHTS- THE EQUIVALENT OF 2 x4 GRAVEL CONSTRUCTION ENTRANCE YS AWARE 9 8in oak 65 - 0- - - f � 2Bow NEss of TREES PRESENCE To EQUIPMENT LUMBER salIi€IM CENTERS 7 22 2 22 12oa 708 1 1 16 oak 794 1 1 in oak 4d 9in oak - - -'' r d1 w OPERATORS a. HORIZONTAL- THE E €VALET D 659 16 9 10 8 13 709 14-15-17-20 oak 795 14 oak C ,f �.J I i SILT FENCE EROSION CONTROL BARRIER COURSES oe ROPING dw1THFELLOW 41 13-1 din oak 6$0 20-24 oak 711 19oak 797 2 15in oak " % WHY IT WORKS PLASTIC TAPE FC.AGGTNG Q ---42 12in oak 661 1 1-16-20-22 oak 712 13oak 798 9 oak r l !lT 1. No HEAVY EQUIPMENT ALLOWED INSIDE 5. 6ARRiES TO BE ERECTED AROUND TREES r ON OR 0 17 oa ® 43 8-9oak 66 8-12-1 - 713 13in oak 815 12in oak ( . ��; BARRIER, ONLY HAND LABOR TO REMAIN E CDNSTRUC'i1 .� � .1 , , ._. r"\ ',t"_% ,'"�:.: . .... ....:: .. , �€ R NEARBY TREES ARE. REMOVED m If EXISTING TREE TO BE REMOVED. z. No CONSTRUCTION MATERIALS OR TEMPORARY 44 8in oak 663 18 oak 714 15-19ook v SOIL DEPOSITS ALLOWED INSIDE THIS AREA 5. BARRIERS TO REMAfN S PLACE UNTIL 816 8in maple o ALL P AND HEAVY 45 1 2'm oak ' ., � PAVING, CONSTRUCTION N H 664 14-15 oak 715 10-24�oak 817 131n oak EQUIPMENT is OUT OF AREA.. �. � .� BY OBSERVING THESE SIMPLE PR ,PLES. 2 oak 720 121n oak 818 9-14-18 oak O P STOCK A TREES CHANCE F SURVIVAL &SGREATLY N SO#L DISTURBANCE OR COMPACTION, CK t �._.,J _ r . a $ {t , .+�?dUNG F � OR coNSTRuTi MATERIAL -'�€ I .n oat 668 24 oak 727 9 9 „ _L ook 819 24 oak __- EXISTING TREE TO - , + ;; .:,R RAF ST R6SE CP HEAVY eO rPMENT C 4 i AIA EROOT PvE SOIL TRACKING PREVENTION fZ,�AE� EROSION CONTROL NOTES 1. A SOIL TRACKING PREVENTION DEVICE STPD SHALL BE CONSTRUCTED AT THE ( LOCATION SHOWN ON UL� .:�• �S �O"� �,P ,t ........ ALL COMPLY WITH ALL FEDERAL STATE & LOCAL CODES. ORDINANCES & REG G 1, THE CONTRACTOR SHALL THE PLAN. TRAFFIC FROM UNSTABILIZED AREAS OF ,,, EAS CONSTRUCTION SHALL BE DIRECTED TNRU THE ENVIRONMENT P A N TO ENSURE ADEQUATE � �:�ION POLLUTION OF THE EN &SHALL IMPLEMENT ALL MEASURES NEEDED Q �, , BARRIER. FLAGGING OR OTHER POSITIVE MEANS SHALL BE USED AS REQUIRED TO LPMfT & RING THE ENTIRE DURATION OF CONSTRUCTION. EROSION &SEDIMENT CONTROL MEASURES S AL � C� „ EGRESS S ,,,:.. �-------------- DISCHARGE POINT SEDIMENT CONTROL DURING AT N 0 %EI���:r�.AR iWGRE ACROSS THE STPD. CAT: 28° 32 13 LONG: 81° 33 14 CONFORM TO THE CITY OF OCOEE SPECIFICATIONS, ST. JOHNS RIVER WATER MANAGEMENT .DISTRICT, FLORIDA .DEPARTMENT OF ENVIRONMENTAL PROTECTION & FLORIDA DEPARTMENT OF TRANSPORTATION REQUIREMENTS. INSTALLATION OF SILT 1 H T RE E PROTECTION DETAIL 2. THE CONTRACTOR RACCR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE ' Q N ZE OFFSITE TRACKING OF FENCES &TURBIDITY BARRIERS SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY &TRAFFIC DESIGN STANDARDS & C-4 NOT TO SCALE. STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, LATEST EDITION, EROSION & SEDIMENT CONTROL SEDIMENT, THE ALTERNATIVE MUST BE REVIEWED & APPROVED BY THE ENGINEER &/OR CITY OF MEASURES ARE TO BE. PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION, OCOEE PRIOR TO ITS USE, 6. APPROXIMATE SLOPES AFTER MAJOR GRADING VARIES BETWEEN 0.87._. Q 2%. MAXIMUM SLOPES ARE FOUND C THE 2. EROSION SEDIMENT CONTROL MEASURES ARE TO BE APPLIED AS A PERIMETER DEFENSE AGAINST THE TRANSPORTATION 3. ALL MATERIALS SPELLED. DROPPED OR TRACKED ONTO PUBLIC ROADS INCLUDING OF SILT & SEDIMENTS OFF THE PROJECT SITE OR INTO ADJACENT WATER BODIES OR WETLANDS. THE CONTRACTOR SHALL DRIVEWAY & THEY RANGE BETWEEN 2% TO 6%. ( THE STPD AGGREGATE PREPARE & IMPLEMEtr`I`I' AN EROSION CONTROL. PLAN AS PART OF THE SCOPE OF WORK COVERED BY THESE. PLANS. &CONSTRUCTION MUD) SHALL BE REMOVED DAILY, OR MORE FREQUENTLY IF SO DIRECTED BY THE 7. AREAS OF SOILS DISTURBANCE IS LIMITED TO THE AREA WITHIN THE SILT FENCE CIVETS AS SHOWN ON THIS PLAN. ENGINEER &/OR CITY OF OCOEE. 3. THE CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES IN CONTROLLING EROSION & SEDIMENT TRANSPORT DURING 8, ALL PERVIOUS AREAS WILL BE SODDED, UNLESS OTHERWISE NOTED. CONSTRUCTION. THE FLORIDA DEVELOPMENT MANUAL "A GUIDE TO SOUND LAND & WATER MANAGEMENT" MAY BE USED AS 4. AGGREGATES SHALL BE AS DESCRIBED IN SECTION 901 EXCLUDING 901-2.3. AGGREGATES SHALL BE REFERENCE FOR RECOMMENDED BEST MANAGEMENT PRACTICES RELATED TO EROSION & SEDIMENT CONTROL. 9. THERE ARE JURISDICTIONAL WETLANDS WITHIN THE PROJECT SITE. THE WETLANDS I' FDOT SIZE 1. IF THIS SIZE IS NOT AVAILABLE, THE NEXT AVAILABLE SMALLER SIZE AGGREGATE MAY BE ,LL BE PRESERVED IN A SUBSTITUTED WITH THE APPROVAL OF THE ENGINEER. SIZES CONTAINING EXCESSIVE SMALL AGGREGATE 4, THE CONTRACTOR SHALL SUBMIT THE EROSION CONTROL PLAN TO THE OWNER FOR APPROVAL PRIOR TO THE CONSERVATION EASEMENT. � WILL TRACK OFF THE PROJECT &ARE UNSUITABLE. PRE -CONSTRUCTION MEETING. 10. ALL CLEARED AREAS FOR IMPROVEMENT &/OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION, 5. ALL EROSION & SEDIMENT CONTROL MEASURES WHICH ARE NECESSARY TO LIMIT THE TRANSPORT OF SILTS & SEDIMENTS 5. THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO PERFORM ITS FUNCTION. TO 11. PRIOR TO LAND CLEARING THE CONTRACTOR SHALL PROVIDE TREE PROTECTCN BARRIER TO MEET THE PREVENT OFFSITE E T TO OUTSIDE THE LIMITS OF THE WORK AREA OR TO WATER BODIES OR WETLANDS ARE THE RESPONSIBILITY OF THE OF SITE RACKING, THE STPD SHALL BE RINSED (DAILY WHEN IN USE) TO MOVE ACCUMULATED CONTRACTOR. THE CONTRACTOR SHALL PROVIDE BEST MANAGEMENT PRACTICES & IMPLEMENT STRUCTURAL MEASURES AS REQUIREMENTS OF THE CITY OF OCOEE. MUD DOWNWARD THRU THE STONE, ADDITIONAL STABILIZATION OF THE VEHICULAR ROUTE LEADING TO EROSION CONTROL SITEDESCRIPTION NOTES.- NEEDED TO PREVENT EROSION & SEDIMENT TRANSPORT FROM THE WORK AREAS. THE FOLLOWING ARE MINIMUM 12. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION & STABILIZETHE STPD MAY BE REQUIRED TO LIMIT THE MUD TRACKED. 1. THE PROPOSED CONSTRUCTION ACTIVITY WILL ENTAIL THE CLEARING & GRUBBING OF A 7.95± ACRES SITE LOCATED AT 1060 RECOMMENDED GUIDELINES TO BE IMPLEMENTED DURING CONSTRUCTION AS PART OF THE EROSION & SEDIMENT CONTROL POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. ANY (� g (� (�} ��/y TOMYN BOULEVARD, OCOEE FLORIDA ITS ASSOCIATED PARKING, DRAINAGE & UTILITIES. PLAN: C R O I �I T R L FOR NON n R �°Y n l N U 2. THE SEQUENCE OF SOILS DISTURBANCE ACTIVITY IS AS FOLLOWS: A. INSTALL SILT FENCE AS SHOWN ON THE PLANS & PROVIDE TREE PROTECTION ON SITE, IF APPLICABLE. B. CLEAR & GRUB THE AREA TO BE DISTURBED. C. PLACE FILL ON -SITE TO BRING THE SITE UP TO THE PROPOSED GRADES. D. BEGIN COMPACTION / STABILIZATION PROCESS. 3. THE TOTAL SITE AREA IS 8,76 ACRES & THE AREAS TO BE DISTURBED IS 7.95 ACRES. 4. THE EXISTING SOIL IS ZOLFO FINE SAND, SMYRNA FINE SAND & SANIBEL MUCK. THE QUALITY OF THE STORMWATER DISCHARGE IS CONSISTENT W/ THE RUNOFF GENERATED BY A COMMERCIAL SITE. 5. THE TOTAL DRAINAGE AREA FOR THE PROJECT IS APPROXIMATELY 8.0 ACRES. 1 6. THE LATITUDE & LONGITUDE FOR THE DISCHARGE POINTS IS LAT: 28" 32' 13" LONG: 81° 33' 14". THE RECEIVING WATER BODY IS THE ONSITE WET DETENTION POND DESIGNED TO RECEIVE WATER QUALITY AND FLOOD CONTROL & THEN EVENTUALLY DISCHARGES TO LAKE ROBERTS. 7. WASTE DISPOSAL SHALL BE IMPLEMENTED IN ACCORDANCE WITH LOCAL, STATE & FEDERAL REGULATIONS, ALL TRUCKS EXITING THE SITE WILL BE HOSED, ITS LOAD COVERED and THE COVER PROPERLY SECURED. THE STORAGE, APPLICATION, GENERATION & MIGRATION OF ALL FERTILIZERS, HERBICIDES, PESTICIDES & TOXIC MATERIAL SHALL BE IN ACCORDANCE W/ LOCAL, STATE & FEDERAL REGULATIONS, 8. CONTRACTOR SHALL IDENTIFY THE INDIVIDUAL(S) RESPONSIBLE FOR THE WEEKLY & REQUIRED INSPECTIONS, A REPORTING SYSTEM ENTAILING THE ITEMS TO BE INSPECTED & THEIR CONDITION SHOULD BE DOCUMENTED & PLACED IN A DEDICATED FILING SYSTEM THAT WILL REMAIN ON THE PROJECT SITE, ACCESSIBLE TO THE CONSTRUCTION TEAM & TO THE F.D.E.P. INSPECTORS, A) WASTE DISPOSAL: WASTE MATERIAL: ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN A METAL DUMPSTER WHICH WILL BE MAINTAINED BY A LICENSED SOLID WASTE MANAGEMENT COMPANY IN ORANGE COUNTY. THE DUMPSTER WILL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER, THE DUMPSTER WILL BE EMPTIED AS OFTEN AS NECESSARY TO NOT CAUSE ON -SITE DISPOSAL OF WASTE, THE TRASH WILL BE HAULED TO AN APPROVED ORANGE COUNTY LANDFILL. NO CONSTRUCTION WASTE WILL BE BURIED ONSITE. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE SUPERINTENDENT CONSTRUCTION TRAILER. THE INDIVIDUAL RESPONSIBLE FOR MANAGING THIS TASK WILL BE IDENTIFIED BY THE CONTRACTOR. HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN ACCORDANCE WITH THE APPLICABLE LOCAL, STATE & FEDERAL REGULATIONS. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR HAZARDOUS WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE SUPERINTENDENT CONSTRUCTION TRAILER, THE INDIVIDUAL RESPONSIBLE FOR MANAGING THIS TASK WILL BE IDENTIFIED BY THE CONTRACTOR. SANITARY WASTE: ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF THREE TIMES PER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY LOCAL REGULATION. ) OFFSITE VEHICLE TRACKING: CONTRACTOR SHALL INSPECT THE EROSION &CONTROL MEASURES ON A WEEKLY BASIS & 24 HOURS FOLLOWING A GRAVEL CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF 9. INSPECTIONS: CONSTRUCTION SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER AFTER EACH RAINFALL GREATER => SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE RAINFALL EVENTS (0.5 OR GREATER) & IMMEDIATELY REPAIR ANY OBSERVED DAMAGED CONTROLS. ALL EROSION THAN 0.5 INCH. A RAIN GAUGE WILL BE ON SITE TO MEASURE THE RAINFALL AMOUNT.. SEDIMENT CONTROLS SHALL BE MAINTAINED AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS ANY EXCESS MUD, DIRT OR ROCK. TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM OUTSIDE THE LIMITS OF THE PROJECT. THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK A. STOCKPILING OF MATERIAL NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. B. EXPOSED AREA LIMITATION & PROTECTION THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING & GRUBBING OPERATIONS OR EXCAVATION & FILLING OPERATIONS SHALL BE LIMITED AS NEEDED TO MINIMIZE THE POTENTIAL OF OFF -SITE SEDIMENT TRANSPORT. ALL EXPOSED AREAS SHALL BE PROTECTED BY INSTALLING EFFECTIVE EROSION & SEDIMENT CONTROL MEASURES SUCH AS SILT SCREENS, SYNTHETIC BALES, TURBIDITY BARRIERS, SWALES, OR A COMBINATION OF THESE & OTHER MEASURES AS WARRANTED. C. INLET PROTECTION INLETS & CATCH BASINS SHALL BE PROTECTED DURING CONSTRUCTION FROM SEDIMENT LADEN STORMWATER RUNOFF BY PROVIDING A COMBINATION OF SILT SCREENS, SYNTHETIC BALES, FILTER FABRIC COVERS OR OTHER MEASURES AS NECESSARY TO CONTROL THE TRANSPORT OF SEDIMENT. D. TEMPORARY GRASSING AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. SLOPES STEEPER THAN 6.1 SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES OF LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4 INCHES. THE SEEDED OR SEEDED & MULCHED AREAS SHALL BE ROLLED & WATERED AS NEEDED TO ENSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. IF AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% OF GOOD GRASS COVER, THE AREAS WILL BE REWORKED & ADDITIONAL SEED APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. REWORDED & ADDITIONAL SEED APPLIED. E. MAINTENANCE EROSION & SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE DURATION OF CONSTRUCTION. THE 11 10 2014 ll REVISED PER CITY OF OCOEE COMMENTS T 1 � ENT DATED 1 3 2014. // HA JAA 11 10 2014 l I REVISED PER NEW BOUNDARY SURVEY DATED 10 62014, � fl HA JAA 11/19/2014 3 REVISED PER CITY OF OCOEE COMMENTS DATED 11/19/2014. HA JAA ®ATE REVISIONS BY CHECKE[7 LIVING"INSPIRED 14-083PR JECT NO. STORMWATER.5127 S. Orange Avenue, Suite 200 SITE DEMOLITION AND ASSISTED LIVING FACILI TY & MEMORY CARE PLORIDA 1"=501 SCALE DATE ENGINE«■ ING Orlando, Ir .> iFE GROUP �. .i j i r � 6_DESIGNED B DRAWN BY BY CHECKED BY OD EngineeringA I li ` = JAA HA JAA JAA SHEET , OF 10 s -i EP1s. g Ica' clo me - - - - � -) ' / NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK 11/10/2014 1 REVISED PER CITY OF OCOEE COMMENTS DATED 11/3/2014. HA JAA 11/10/2014 2 REVISED PER NEW BOUNDARY SURVEY DATED 10/6/2014, HA JAA 11/19/2014 3 REVISED PER CITY OF OCOEE COMMENTS DATED 11/19/2014, HA JAA LDA-TE REVISIONS BY CHECKED_ rm ASSISTED LIVING FACILITY & MEMORY CARE 3 PRELIMINARY SITE PLAN OCOEE, FLORIDA *=_ . ^.~~� .^^` �.,". "u vo'/xv� uw�/un� ��o uu�/ux� 20 SPACES �_8 [��U |���� 1 SPACE PER 2 EMPLOYEES INCLUDING NURSES /5O EMPLOYEES) 25 SPACES 25' UPLAND BUFFER � �� � �� [��� --� ` ' / ^ ~� WETLAND LINE LAND �� � K �� USE �� �� SPACES REQTOTAL UIRED � } REQUIREDO �E �ESE�VED FDR HAND|�Ap o� �r«c�� �� ~�_�� \ �~���,��� ������ wu^cu / oc 4 SPACES �� \_ ~� BASE FLOOD PER U ���� PARKING ��AVlD�� ~�~~- B� [)��T�NE STUDY - PROVIDED | L_��[� TOTAL PARKING PROVIDED ' EL. 1�1.4 1OO SPACES SPACES REQUIRED TO BE RESERVED FOR HANDICAP 4 SPACES FUTURE �U |��| � ���_ ZONING �|/-` [~ �� � �� �� �� ���� �`� i �`� �� SITE LAN�- LDR/C������ t �� NET DEVELOPABLE AREABUILDING (FOOTPRINT) 1 ONSERVATION �SPHALT PAVEMENT 50,315 ±S.F. PONDS AREA �MAXIMUM IMPERVIOUS COVER ALLOWED (NET DEVELOPABLE) 2 �CONCRETE PAVEMENT WETLAND STATEMENT 5127 S. Orange Avenue, Suite 200 eG FLORIDA Orlando, FL 32809 ENGINEERING GROUP Phone: 407-895-0324 Fax: 407-895-0325 Engineering the Future DESIGNED BY DRAWN BY CHECKED BY 14-083 DATE SHEET NO. APPROVED BY C-5 rm ASSISTED LIVING FACILITY & MEMORY CARE 3 PRELIMINARY SITE PLAN OCOEE, FLORIDA *=_ . ^.~~� .^^` �.,". "u vo'/xv� uw�/un� ��o uu�/ux� 20 SPACES �_8 [��U |���� 1 SPACE PER 2 EMPLOYEES INCLUDING NURSES /5O EMPLOYEES) 25 SPACES 25' UPLAND BUFFER � �� � �� [��� --� ` ' / ^ ~� WETLAND LINE LAND �� � K �� USE �� �� SPACES REQTOTAL UIRED � } REQUIREDO �E �ESE�VED FDR HAND|�Ap o� �r«c�� �� ~�_�� \ �~���,��� ������ wu^cu / oc 4 SPACES �� \_ ~� BASE FLOOD PER U ���� PARKING ��AVlD�� ~�~~- B� [)��T�NE STUDY - PROVIDED | L_��[� TOTAL PARKING PROVIDED ' EL. 1�1.4 1OO SPACES SPACES REQUIRED TO BE RESERVED FOR HANDICAP 4 SPACES FUTURE �U |��| � ���_ ZONING �|/-` [~ �� � �� �� �� ���� �`� i �`� �� SITE LAN�- LDR/C������ t �� NET DEVELOPABLE AREABUILDING (FOOTPRINT) 1 ONSERVATION �SPHALT PAVEMENT 50,315 ±S.F. PONDS AREA �MAXIMUM IMPERVIOUS COVER ALLOWED (NET DEVELOPABLE) 2 �CONCRETE PAVEMENT WETLAND STATEMENT 5127 S. Orange Avenue, Suite 200 eG FLORIDA Orlando, FL 32809 ENGINEERING GROUP Phone: 407-895-0324 Fax: 407-895-0325 Engineering the Future DESIGNED BY DRAWN BY CHECKED BY 14-083 DATE SHEET NO. APPROVED BY C-5 NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK m 8 C4 m 11/10/2014 20 4 REVISED REVISED PER CITY OF OCOEE COMMENTS DATED 11/3/2014. JAA 11/10/2014 P 2 REVISED PER NEW BOUNDARY SURVEY DATED 10/6/2014. S 0 HA j'k4 F11/19/2014 0 VS CITY7 0 OCO 31 REVISE PER CITY OF OCOEEE COMMENTS DATED 11/19/2014. 1 HA jAA TOMYN BOUL�VARD C8 C4 6 ----------- 7 .......... INSPIRED LIVING ASSISTED LIVING FACILITY& MEMORY CARE lowimi FLORIDA 5127 S. Orange Avenue, Suite 200 ENGINEERING Orlando, FL 32809 FEG GROUP Phone- 407-895-0324 0 Fax: 407-895-0325 OCOEE, FLORIDA Engineering the FLAUre wvwvv',feg-inc.us SITE PAVING, GRADING AND DRAINAGE PLAN DESIGNED BY DRAWN BY CHECKED BY APPROVED BY JAA HA JAA JAA SCALE 111=401 DATE OCTOBER 3, 2014 SHEET NO. C-6 SHEET 6 OF 10 TIA 014 )"Nov 0 R HE ME NOT VALID FOR AkOmpowtv jr 16141911211asiffini• I %Ijkl 7gjl�r Z_ -T %-w A A- f , L GRAPHIC SCALE - ------- J ok, 111 =01 �,d .01 40' 20' 7 POND 2 ... . . .. . . 7 ­7 N If If N. ................... ........... - - - - -- ----------- - �WATER UTILITY KEYNOTES SEWER SERVICE ........... I E ROPOSW',, STABiLIZED x.�12- �DLP. �WATE�RMXI�INTO �BECCO�NSTR�UCTED �BY C�ITYO�FOCO�EE(��QRK BY OTHER _aRCE MAIN W�LL TIE-IN TO THE NEW 4" FORCE MAIN TO BE BUILT BY THE CITY Zst"�� ROAD f 4 !N C H4 z IRE A c111 7H,E PROPERTY FRONTAGE. W1A. CONNECT TO 8"X12" TEE CONSTRUCTED BY CITY OF OCOEE AS PART L-:E' 12" 'NATER �,',APN CONSTRUCTED ALONG TOMYN BOULEVAROD. WATER SERVICE W1 B. CONNECTO 4X1 2C -E CONSTRUCTED BY CITY OF OCOEE AS PART OF THE '2" WA77-R, V`f* ONSTRUCTEDT "" TEC. A 112 INCH WATER MAIN WILL SERVE THE POTABLE AND FIRE FLOW REQUIREMENTS FOR THE PROPOSED ALONG TOMYN BOULEVARD. r F -,ABILITY. A 4 INCH POTABLE MAIN AND AN 8 INCH FIRE LINE WILL BE CONNECTED TO THE NEW 12 :NCH WATER MAIN ALONG PROPERTY FRONTAGE TO BE BUILT BY CITY OF OCOEE. IN ADDITION AN APPROXIMATE 1,500 LF 8 INCH WATER MAIN WILL NEED TO BE CONSTRUCTED FROM THE PROPERTY W2. 8" PVC C-900 DR-1� RE MAIN. SEE PLAN FOR LENGTH. FRONTAGE TO PRIMROSE ROAD TO CONNECT TO THE EXISTING WATER MAIN AND THUS PROVIDING A LOOPED SYSTEM. W2A. 8" PVC C-900 DR-21 WATER MAIN, SEE PLAN FOR LENGTH. W3. 4" PVC C-900 DR-21 IWATER MAIN. SEE PLAN FOR LENGTH. FIRE FLOW <�>SANITARY SEWER UTILITY KEYNOTES MONITORING AIATER SERVICE. ASSISTED LIVING FACILITY (TYPE 1113): 72,933 S.F. S1. SANITARY SEWER MANHOLE, SEE LEGEND FOR DESIGN INFORMATION, 'TYPICAL. 70RING WATER SERVICE. MEMICRY CARE WING (TYPE 110): 29,796 S.F. PER NFPA (APPENDIX H) 6,750 GPM (FIRE SPRINKLERED) FOR A S2� 8" PVC ASTM D3034 SDR 35 SANITARY SEWER LINE. SEE PLAN FOR SLOPE _ENGTH. W5', 3" DOMESTIC %Ak7ER, YE71ER, 70 BE INSTALLED BY CITY OF OCOEE, DEVELOPER'S cloNTRACT0,R, IS �,02,729 S.F. BUILDING, RESPONSIBLE FOR PREVENTER, USE 50% CREDIT: 3,375 GPM S3, 6" PVC SANITARY CLEANOUT, TYPICAL. TOP ELE%"ATION TO MATCH PROP3SE:� 3PADE, SEE LE­7E\D 170; INVERT ELEVATION. SEE DETAIL ON SHEET C-8, W6. 3" DOMESTIC WATER RE0 SEC PRESSURE BACKFLOW PREVENTER (BY CONTRACTOR). S4, 6" PVC ASTM 13034 SDR 35 SANITARY LATERAL. SEE PLAN FOR SLOPE AN,,-_ !_ENGTH. W7. NOT USED. UTILITY NOTES S5. 1,250 GALLON GREASE TRAP. W8. FIRE HYDRANT ASSEMB"LY. TYPICAL, UNLESS NOTED OTHERWISE. FIRE HYDRANTS TO HAVE 7.5' MIN. 1, PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING UTILITY S6. SANITARY LIFT STATION. SEE DETAIL ON SHEET C-10. CLEARANCE ON FRON_ & 'S!DES AND 4' MIN. CLEARANCE ON REAR SIDE. CONDITIONS TO INCLUDE LOCATING THE WATER AND SEWER SERVICES, VERIFY SIZES AND W9. GATE VALVE. SEE PLAN FOR SIZE, 7,YPICAL. THEIR RESPECTIVE INVERT ELEVATIONS. THIS INFORMATION SHALL BE PROVIDED TO F.E.G., INC. S7. 4" PVC' ASTM D3034 SDR 35 SANITARY LATERAL. SEE PLAN FOR SLOPE AND LENGTH. FOR REVIEW AND VERIFICATION PRIOR TO ANY CONSTRUCTION. W10. TEE. SEE PLAN FOR SIZE, 7-`RICAL: 2, PROVIDE A MINIMUM OF 3 FT. OF COVER OVER ALL WATER AND SEWER UTILITY PIPES. S8. CONNECT TO 4 " x4" TEE CONSTRUCTED BY CITY OF OCOEE AS PART OF T,1-1,417 4" FORCE Mkf', CONSTRUCTION ALONG TOMYN BOULEVARD. W1 1. 2" CLASS 200, SDR 21 PVC DOVES7 fC WATERLINE. LENGTH SEE PLAN. 3. OFFSITE WATER & SEWER INFORMATION OBTAINED FROM CONSTRUCTION DRAWINGS PREPARED BY 1 PEGASUS ENGINEERING. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL EXISTING UTILITIES. S9. 4" FORCE MAIN TO BE CONSTRUCTED BY CITY OF OCOEE., (WORK BY C7%_,:_-,RS). W12. BEND W/ RESTRAINED JOINTS, TYPICAL, SEE PLAN FOR ANGLE. 4. ALL ELECTRICAL, TELEPHONE, GAS, AND CABLE EQUIPMENT MUST BE PAINTED BLACK IF W13. REDUCER. SEE, PLAN FOR SIZE, TYPICAL. NOT ON THE BUILDING. IF MOUNTED ON THE BUILDING, IT SHOULD BE PAINTED THE COLOR OF THE BUILDING. LEG-ENID''; W14. COORDINATE CONTINUATION WITH PLUMBING AND ARCHITECTURAL PLANS. W15. 1 1/2" IRRIG, ION IWATER METER TO BE INSTALLED BY CITY OF OCOEE, DEVELOPER'S CONTRACTOR IS CLEAN -OUT NOTE �-i SANITARY MANHOLE TO BE CONSTRUCTED. RESPONSIBLE FOR BACKFLOW PREVENTER. CLEAN -OUT TOPS SHALL MATCH SIDEWALK FINISHED GRADES OR DIRT GRADES AS APPLICABLE. ALL SANITARY CLEANOUT TO BE CONSTRUCTED. W16 2" IRRIGATION SERVICE REDUCED PRESSURE BACKFLOW PREVENTER (BY CONTRACTOR). CLEAN -OUTS IN PAVED OR WALKWAY AREAS SHALL HAVE BRASS RING & PLUG TOPS. REFER TO DETAIL ON SHEET 0-8 FOR CLEAN -OUTS IN TRAFFIC BEARING AREAS. ALL SANITARY CLEAN -OUT TOPS SHALL HAVE COVERS WHICH ARE IDENTIFIED AS "SANITARY. A L4�1 �7 FIRE '' _-�,ON NE C �Tl 0 N PROJECT NO. FLCRIDA,ENQ,jNEtRI KI P, INC 11/10/2014 REVISED PER CITY OF OCOEE COMMENTS DATED 11/3/2014. HA JAA 1 REVISED 14-083 "', . . . . . . . . . W — REVISED INSPIRED LIVING 11 SCALE 11/10/2014 2 REVISED PER NEW BOUNDARY SURVEY DATED 10/6/2014. HA im 5127 S. Orange Avenue, Suite 200 1 =40' No A, VIS HA ASSISTED LIVING FACILITY & MEMORY CARE FLORIDA SITE UTILITY PLAN 11/19/2014 F/3\REVISEED PER CITY OF OCOEE COMMENTS DATED 11/19/2014. JAA A ENGINEERING Orlando, FL 32809 DATE GPhone: 407-895-0324 OCTOBER 3, 2014 -3 PRELIMINARY SITE PLAN FFEG?IROUP SHEET NO. ­TAre oir Fax- 407-895-0325 NBY CHECKED -7 % 1060 TOMYN BOULEVARD DESIGNED BY DRAWN BY CHECKED BY APPROVED BY c- 0 4 Engineering the Future J� OCOEE, FLORIDA feg-inc.us JAA HA JAA JAA SHEET 7 OF 10 DATE REVISIONS CHECKED Is I � _' R PI;;ns,.dwg DETECTABLE WARNING- 1.59f CONC. SIDEWALK SURFACE PER FLORIDA R 2" WHEELCHAIR WIDTH VARIES) JJJJJJ JJJJJJ JJJJJJ JJJJJJ � � � T JJJJJJ JJJJJJ '- , BUILDING CODE 2004 JJJJJJ JJJJJJ RAMP 6" R 3/4y9 R 3" "I - e JJJJJJ JJJJJJ MONOLITHIC PARKING BY \ -� " STANDARD 2,0° r l JJJJJJ JJJJJJ TRANSITION 3 DISABLED CURB & GUTTER JJJJJJ JJJJJJ SIDEWALK PP^s JJJJJJ JJJJJJ 1 1 11 1 1 1 1 I t i i E �-�" PERMIT 2 HANDICAP SIGN I ' I i 1 � < ONLY 0.51f> �c �" R p a i�J u*;.' y O Cl A t \KING LJ 1 LOW CURB TO tdATCH -1 FTP-25 10 0 0 0 8" ° WIDTH OF SIDEWALK ew 0 DISABLED l f 99 "'" 1, 1-1 2" MINIMUM, TYPE S ASPHALTIC CONCRETE, 1 2 -0 NOTES: �c ��-------s +/,.=v._-_._,� / a °a. !f 1 4.;;.:....'.: 2. 6 LIMEROCK BASECOURSE (LBR = 100) OR SOIL CEMENT (300 PSI DESIGN OR EQUIVALENT) p ALL LETTERS "`"� -----3&-- 9. ENTIRE EXISTING CURBING SECTION SHALL BE REMOVED • ••••d : 99 1" SERIES "C" PER IT-___-____�,;,,,, AND REPLACED. ®• ,.:..;q;;.a:<•:`:`°.`... WHEEL STOP 6 BLUE 1 2. LOW CURB AND TRANSITION MAY BE FORMED AT THE a STRIPE SEE F.D.O.T. INDEX 300. TIME OF CURB CONSTRUCTION. 6' TYP. RAMP FLOOR 3. 12" STABILIZED SUBGRADE (FBV = 75) IF A LIMEROCK BASE I USED OR A 2' 0 ONLY 1" 3. CONSTRUCT WITH CLASS A (3000 PSI) CONCRETE. ' ' AND SIDES SUBGRADE COMPACTED TO 98 PERCENT OF THE MATERIALS ASTM D-1557 6" WHITE 6" BLUE 1°5 4. REFER TO F.D.O.T. INDEX No. 304. STANDARD CURB 1/2"WEXP. JOINT MAXIMUM DRY DENSITY IF SOIL CEMENT IS USED AS BASE MATERIAL. STRIPE STRIPE 699 WHITE 0 � " '� (REMavE ANDseCTION) A -A 4 CONC. SIDEWALK -TESTRIPE 0 14•'-0" xP3 1/22"Vx 3 Ib/f�_...-_ BOLT ON 1 "THICK HOT DIPPED 3CURB 5' HANQICAP "I 0 HOT DIP ED G L ._ B89 WHITE n U-CHANNEL POST BEND. T� TRAPEZOID OX.AN5 DOR AS C® SCALE 1 = 1' _ _ _ C5 N.T.S. SYMBOL PAINTED �.. I,_... 0 CURB TYPE F DET.dwg SW-HC-RAMP-FDOT-DET2.dwg C-6 NOT TO SCALE ASPHALT -PAVE -SECT -LIGHT DUTY-LIMEROCK 0R SOIL CEENT.dwg WHITE , STRIPE 0 SIGNS USED AS PER FLORIDA STATUTES FTP - 25: PER FS 316.1955, FS 316.1956 *JOINT SEAL 6" 3/4" (TYP) 1 f, 6" 69. 6 0 G7 q �a H' Y Q FOR SIGN POST ANCHORING or Damn .r�rare #`srpendcshafaf. the - cum cane. The Home PaPF:arrt sr�zrrcap if,-ctna. .. .. . 99 f9 9f f9 SEE DETAIL RIGHT 45° x <. m.. �.4„ r��.r: mrers nir c�bsa� R fusQrha none 2 .. d.5 16Rr.. :. . - 2 2 2 ASPHALT /CONCRETE � �, _ z the r7,reoiidir TOP OF CURB 0 " OR PAVEMENT 0 SIDEWALK OR I E PAVEMENT. SEE PLAN. ¢.. ", a Ece: 41"GEIa0idb7$ i .: f / 99 699 699 6"7/77 ® 3 , NATURAL GROUND 12 12' 5' 12' _ . n a h.. t a 4 t o---- 0 CE OT GENERAL NOTES: x Or �' ° 1. TOP PORTION OF FTP-25 SHALL HAVE A *1/2 EXPANSION JOINT AND h� �.aefm Q eumrh-mT 1. 2" MINIMUM, TYPE S ASPHALTIC CONCRETE. PERFORMED JOINT FILLER. { Q C C and d, X ni &5% e , �- � o REFLECTIVE BLUE BACKGROUND WITH WHITE ® , REFLECTIVE SYMBOL AND BORDER. 2. 8" LIMEROCK BASE LBR = 100 OR SOIL CEMENT 2. BOTTOM PORTION OF FTP-25 SHALL HAVE A ( ) (300 PSI DESIGN OR EQUIVALENT), REFLECTIVE WHITE BACKGROUND WITH BLACK ® 1. PROVIDE 1 /8" CONTROL JOINTS 10' O.C.&-tsa!ngsnaira ess" mr rmm aw acmes 0 OPAQUE LEGEND AND BORDER. 0 3. 12" STABILIZED SUBGRADE (FBV = 75) IF A LIMEROCK BASE IS USED OR A SUBGRADE VARIES 3. FTP-25 SHALL BE FABRICATED ON ONE PANEL. 0 2, * PROVIDE EXPANSION JOINT WHERE CONCRETE CURB ABUTS CONCRETE mits,.�X„,;,kCurb Rovs ,lffm V�wfvw waf,f�r, sdf=a -,be rhv F&& w: h COMPACTED TO 38 PERCENT OF THE MATERIALS ASTM D-1557 MAXIMUM DRY DENSITY E-r - PAVEMENT, CURB AND ANY FIXED STRUCTURE. orrh6Rt�mpAf,d.Par;"Q=r�aianOFTr i241 s�r�am, Prom �-ht OfVv�, IF SOIL CEMENT IS USED AS BASE MATERIAL. HAND - 2 I s C- -� CURB RAMP DETEC"TABLE WARNING DETAIL MEDI"M DUTY ASPHALT PAVING SECTION SCALE 1 - 10' C- SCALE 1;' - 1 9 HC-DET17A.dwg - NOT TO SCALE HC-SIGN-DET-ORANGE CO.dwg - CURB-HEAD-DET.dwg -8 NOT TO SCALE - NOT TO SCALE ASPHALT- PAVE -SECT- HEAVY- LIMEROCK--ALTSOILCEMENT.dwg 3 1 f9 8 __ R.1 /8" 1$9 R.1 /8" p 'j9-4*f 53" 1-®88 9f 7 6 SEE SITE PLAN FOR WIDTH 1 v Lt. 4 " R 1 /2" (TYP SEE SITE PLAN FOR WIDTH 1 " 1 m= 2.0 4 rit 24 24 2= 04 ° a a 4 �s 1I299 (TYP) ' " _ 2 GRATE 2.0 � , `fib CN co a _ LL' " _ " ..sr r a- • � I EYE BOLT ., :. x °. ... �: � -� RECOMMENDED SEE INDEX I � SECTION � l 2 �,° � L / csJ � 699 B99 MAXIMUM PIPE SIZE C No. 201 / C 29-0" WALL - 18" PIPE # 04 PLAN 3'-1" WALL 24" PIPE 4 BARS / I �I @12" O.C. Do - CONTRACTION JOINTEXPANSIONJOINT CONSTRUCTION JOINT 1 2 '/ C. 5' O.C. 3O' MAX. 3O' MAX. 6 / `- HIGH INTENSITY REFLECTORIZED MATERIAL REFER TO MANUAL ON 9 JOINT C.J.) E,J (CS.J. 5 0 k UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION � 15 MAXIMUM. SEE INDEX No. 201, Sh, 4 �c 5 FOR SECTION REINFORCING MODIFICATIONS FOR DEPTHS 13' TO 15'. KEYNOTES: °41 d 1. 8" PORTLAND CEMENT CONCRETE, MINIMUM 28 DAY COMPRESIVE STRENGTH OF 3000 P.S.I. T �f r 2 2 -�' PE �s �a AIR ENTRAINED CONCRETE WITH FIBER MESH. (TYP.), 4" SLUMP MAXIMUM. ; i =-�i=l _._..__ I , , / ;,/ % 1q I -- -- r 3 _ INLET DETAIL NOT TO SCALE G -8 SCALE 1 " _.T. 5' 2. 12" SUBGRADE FREE DRAINING SAND COMPACTED TO BB MAXIMUM DENSITY (AASHTO T-10). ^I E ! ( 6i9 6„ SIGN °-STOP-DET.dw INLET-TYPE-C-DET.dwg 3. SAW CUT JOINT 4 5'-5" 99 5'--5" 5 98 26 1/4 9f 24f$ 4'-1" 4. 5 X 2'-0" LONG @ 24" O.C. 'C'O �ITRACTION JOINT(C.J.) EXPANSION J01NT(E.J.) " �- #-- f 9 8f ,.e--.. Y3 f ' �� TRASH RECEPT ,.- , -.-� �9� ���.�� � ..,,,. °, URBANSC 1 OC n.,a,n ,r..., APE T OWL S � � �, ��>.. X 1 6 LONG SMOOTH D �- _ � � ., V A MENT 511 f9=i-, r 5. 1 1. MINIMUM HEIGI-1t DF CURB ABO E ;�� �.� GRAL�I 3 " � T I 2....,..°a.°aaaann���vo6�uo�a.e.,m...< GRATE MODEL. RECEPTACLE COLLECTION 9 99 Hk PLANS FOR ELEVATIONS. „..,..:..r...,. „.n««..:,,...,. 6° 5 X 2 0 LONG C 18 O.C. " " <' MODEL NO.: TE3F31 P . , "I tn EYEBOLT . ACE. SEE. PAVEMENT SECTION FOR E 2. PAVEMENT WEARING SURF R DESIGN CRITERIA, �.., ..:..w_u_,...,.x,: LID MAIL. ALUMINUM CASTING 7. METAL EXPANSION CAP. LUBRICATE AND CAP AT THIS END OF DOWEL T TVA , I SEE INDEX Ya°x,._c°w __w__ _.;; BASE MATL: SQUARE PERFORATION 1. 1 DEEP 1 /S R TOOLED JO€NT. MAX = � I; 3 � M :L 01 99 3. PAVEMENT BASE, -SEE PAVEMENT 5-.,T10N FOR DESIGN CRITERIA. 99 f> X ,LIT . I; E SIZE - :..x. F.°.,,. „s..,,. 99 3 I 8_ 9 : ,,... # ,. ,-;;...._..A�..:..<_ ,; 12 GAUGE SHEET METAL 8. JOINT FILLER HOLD DOWN 1 1/4 FROM SURFACE �I 3 1NAL - `24 PIPE ' _...... .........: 2. PREMOLDED EXPANSION JOINT FILLER STRIP SEALER W/1 /8 R TOOLED EDGES. HARDWARE: STAINLESS STEEL 4. PAVEMENT SUBBASE. SEE PAVEMENT SECTION FCF DESIGN CRITERIA. PLAI`+ti 4'-1" WALL - 6" PIPE #4 BARS 9. GEOTEXTILE FILTER FABRIC 18" WIDE MINIMUM. 3. 6" COMPACTED SUBGRADE- C0?12" O.C. MOUNTNG: PORTABLE 5. 3000 PSI CONCRETE WITH FIBER MESH, TYPICAL. I _ _ TES: 4. 3000 P.S.I. CONC. W/FIBER MESH(TYP) 15' MAXIMUM. SEE INDEX No. 201, Sh. 4 & 5 FOR SECTION Li 1. PROVIDE 1/2" RADIUS ON ALL EXPOSED EDGES. 6. 6" COMPACTED SUE -GRADE TO �? LEAST B51 ��OF THE MODIFIED PROTOR MAXIMUM REINFORCING MODIFICATIONS FOR DEPTHS 13' TO 15'. 2 3/4 2, PROVIDE 1/2" PREMOLDED EXPANSION JOINT WHERE CONCRETE PAVEMENT ABUTS OTHER 5. FINISHED GRADE (TYP.) DRY DENSITY VALUIIE (ASTM D-1557, AASHIC I-1B0), CONCRETE PAVEMENT STRUCTURES, LIGHT POLES, ETC. 2 TE3F31 P ri 11 I CONCRETE PAV"EMENT DETAILO I I TYPE "D" INLET DETAIL 1 15 ASH RECE"TACLE DETAIL - SCALE 1,� = 1_9 C-$ SCALD.- x 1 -6 SCALE 1 = 5 �- - C N.T.S. SW-CONC-PS-PLAN.DWG I - ET,d 8 NOT TO SCALE CONC-SECT-S-MESH-4000PSI,dw -`�--�-x-ti--'-' * f 8'i,`SDRAA DI�fIS a� JOINT SEAL 6' I I ASPHALT / CONCRETE 6 9875 TRILARY M I �O® 9 PAVEMENT. SEE PLAN. 1 rlogo EE E W3 597 F( 1 8-Mil, 1, R6 ) 6 9-I T, F(W) 849-1 1 %PAVED AREA UNPAVED AREA .M&sIRAX.Gi}M, E-MAIL; SALESRMADRAXLDM �3 1/2 26 1/2 ° y 4" DIAMETER FERRULE C2 3%8 pDO PIPE 04 WITH PLUG.. 37-0,5 I f ® *1/2 EXPANSION JOINT AND a FINISH GRADE I r6 1 f , PREFORMED JOINT FILLER 1 DIA.P FINISH GRADE I I , I - -- _ E GRADE s > I L9a I I .. > - I 34� �1 1. CONCRETE TO BE 3000 PSI WITH FIBER MESH. < 2. PROVIDE 1 8°' CONTROL JOINTS C� 10' O.C. �, I � 24 1 /4- _. / a CONCRETE PILLAR 16 3/4 15 1/2 NOT LESS iSD� - -- �- - - 3. * PROVIDE EXPANSION JOINT WHERE CONCRETE CURB ABUTS CONCRETE I I 61,25i1 I I I THAN D SOD PAVEMENT, CURB AND ANY FIXED STRUCTURE. ELEVATION VIEW CHECK DESIRED MOUNT L7 U 6fe 5 MIN. 17 i-Li 9 �5 RIBBON CURB 5 LOB - 7 BIKE CAPACITY E B SCALE 1" = 1' CURB-RIBBON-612-DET.dwg 1/8 BEND - GRA77 DE F 69_O" _ CONCRETE 9/16'0 HOLE TYR HI LE , fx TYP. TYP: # 15 CAMDEN CA1 1 1 11 12 REFER TO F,D.O.T. INDEX 300, CONCRETE 2m MIN. BUMPER GUARD FOR DESIGN CRITERIA. 3 MAX. THRU HOLDER ROD (INCLUDED BY DRAX) SECTION r 14'MIN GRANULAR 6,1i96t--I12,5 e NATIVE SOIL . ' : � . LAG :DOLVLAG T f _-_.. _ _ /' . ' ` . ' . ' . ' CONCRETE2 �CONCREGLT TE BENCH: URBANSCAPE (WWW.URBANSCAPEFURNITURE.COM} 4 REBAR, 18" LONG (TWO PER GUARD f9 MODEL CAMDEN NOTES 4 MIN. 1. LETTERS REFER TO F.D.O.T. DESIGN STANDARDS "DIMENSIONS AND QUANTITIES 5'" MAX° 5/8" OR 3/449 r IN GROUND MOUNT fIG) E SURFACE FLANGE MOUNT (SF) SURFACE GUSSET MOUNT (SGY MODEL NO: CA11111 CHART ON INDEX NUMBER 272. HOLES € SECTION VIEWS FRAMING: 2-7/8" TUBING WITH CAST ALUMINUM MOUNTING COVERS ODUCT: H36-7-IG(SF,SG) Z < a* NOTE: DESCRIPTIONI HEAVY DUTY CHALLENGER BIKE RACK DATE1 8-5-02 SEATING SURFACE: SQUARE PERFORATION 12 GAUGE SHEET METAL 2. REFER TO F,D.O.T. INDEX No. 272 FOR ALL DESIGN CRITERIA, TYPICAL. I ( SEWER CLEANOUTS NOT IN PAVEMENT SHALL HAV, CONCRETE T 3 ACE OR IN T ENG� TLG MOUNTING: IN GROUND COLLAR 18"x1 %4" AROUND THEIR TOPS AND MUST BE INSTALLED 3. PLACEMENT OF ENTRANCE BARRIERS SHALL BE ACCORDING TO F.D.O°T. DESIGN ` ' L, I AND ADJUSTED TO FINISH ISH GRADE AT THE RIGHT-OF-WAY `' D TO OTHERS A is NOT TO COX NOTES: t I D TO GTIERs vTtT � � TRn:ARv, 1, INSTALL DIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. STANDARDS; IIII 8" MIN: R 2" CAST OR RUBBED PROPERTY LINE. / FICATI ARE SU CT TO c T NOTICE, 2, CONSULTANT TO SELECT COLORTINISH), SEE MANUFACTURER'S SPECIFICATIONS, 1 /4' PITCHED OPTIONAL I " MAX. 30" 7 TRILARY, K, ALL ART RIGITS RESERVER 3, SEE SITE PLAN FOR LOCATION OR CONSULT OWNER, ENDSECTION -8--� WHEEL §-T-OP DETAIL CLEAN OUT DETAIL ri-o'� ij DETAIL NOT TO SCALE MITERED 1_ $* = N.T.S. C-6 NOT TO SCALE DETAIL C-8 NOT TO SCALE MES-DET-WO-BARS-2CAALE-GEO.dwg C 6 SCALE 1 1 WHL-STOP-DET.dw -S R-CLEANOUT-DET:d r BIKERACK-DET.DWG NOT VALID FOR 1 1 /10/2014 1 REVISED PER CITY OF OCOEE COMMENTS DATED 1 1 /3/2014. HA JAAPIRED LIVING PROJECT N0. FLORIDA E INEERING GROUP, INC. CONSTRUCTION UNLESS INE14. 0 �IDRTIFI ATEt,lb1,',, ,,,530006595 SIGNED IN THIS BLOCK 1 1 /10/2014 2 REVISED PER NEW BOUNDARY SURVEY DATED 10/6/2014. HA JAA AVOni�E' Suite 0 SCALE 5121 S. OrangeL, ,g C4 " 11 19 2014 3 REVISED PER CITY OF OCOEE COMMENTS DATED 11 19 2014. HA JAA ASSISTED LIVING FACILITY & MEMORY CARE FLORIDA AS -SHOWN / / / / (}riI�O; FL 3209 FEG ENGINEERING 24 DATE 5128 GROUP-Phone:4.07-895-03 OCT08E 3, 2014� Fax: 4.07-895-0325 SHEET No. � ` DESIGNED BY DRAWN BY CHECKED BY APPROVED BY r STATE Of= FLORIDAVVV.g-inC.S AQIF�:Eninering the Future ATE REVISIONS 8Y J HA J J SHEET 8 of 10 d Details.dwg .......... ............. .............. ........... Wm 12 VYM 12 WM,r � :...i�' °�'i"'�?�,� . �� � .� _ram ,. a � .;�' 12 WIN,4 4 2 WM 21�_17em"� i1 HIIIIM J' U0 &HJ� log 7 .... -------GS - i CY I. 4 RI HE M �10w. L POOL V0 RI v NO N HP A, POND 2 LANDSCAPE SCHEDULE x ABR. BOTANICAL SYMBOL NAM COMMON NAME MIMMUM S�ZE QUANTITY REMARKS z we.FORM 54i"r-ER 72 ........ 3" CONT� X,e. �111, "�,7,� _­__ 1*� - �4 41t�, P LAGERSTROEMA 31 HT GAL 28 MULTI TRUNK RS 25 LI -5 TRUNKS MIN, a.ZEE 8 INMCA 'MUSK0,1 2' CAL- 5 19 ........... ........ .. ..... .................. .... ..... ... S�NGGLE S7RAIGGH7 71 . . . ... ....... . . ... QUERC�:Is HIGH RISE -7, 30MA QV VIRRG LIVE OAK 3" cAl- 12' 24 . ..... 'HIGH RISE' 5FIEr-IFIED PLANTIN* 1`1X - ------ .......... . ..... SINGLE STRAIGHT QUERCUS LAUREL QL 12' H7 21 TRUNK 1�,ATER 4 TAMP TC ...... R—SEMOVE AIR PCe_X_=T6 LAURIFOLIA OAK 2' CAL, ......... .. ...... SHRUB PLANTING MAGN L17-LE GEV 1 8'- 10' HT. MG GUA S�NGLE S,,RAGHT GRANDFLORA MAGNOLA, -'UmK 2 x 2" HARDWOOD -STAKES DRIVEN FIRMLT' A MINIMUM Or- 1z STRAIGHT R'akN X 0'- 12' HT. 18" INTO THE SL415C, AIDE LIQUO 1BAR AM: . 7 GRAPHIC CALE STAKE TO FIRST BRANCHES LS -OR <=�LLiWm S --A s WE AS NECESSARY r PRIOR TO SAC 2" CAL, 40' 0 20' '44, 80, FIRM SUPPOI;r (D 2 STRAND 12 GAEraE GALV. N=,> ENCASED cc WIRE SHALL ��,7 -4 WIRE TWISTED A SP CIMEN OR RUM Ar>JACEN' IN RUBBER HOSE Sll GALLON TS orS FROM TOP Or- STAKe RUNKBRA,\, 4 1"=40' 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL STRAIGHT BRANCHES UA WINGED 2' HT, ALATA rLm 3CAL. MULCH ' WATER 4 TAMP TO SABAL CABBAGE 15'-18' HT. SPECMEN SP PALMETTO PALM FORM SAUCER WITH REMOVE, AIR POCKETS 3" CONT. RIM TAXODIUM SkLD 11 C'- HT� 9. LANDSCAPING SHOWN ON THIS PLAN SHALL BE MAINTAINED IN COMPLIANCE WITH LOCAL TA ASCENDENS CYPRESS 2* CAL 22 LANDSCAPE NOTES LANDSCAPING ORDINANCE. SEE GENERAL NOTES ON DZIFELOPED CROWN 1. SHADE TREE REQUIREMENTS SHALL COMPLY WITH CITY OF OCOEE CODE WHEREBY ALL 10. GRADE, DRESS, AND SOD AREAS THAT HAVE BEEN DISTURBED AS SOON AS POSSIBLE TO PREVENT SOIL PREPARATION RD PHOENIX G47t, 10'- 18' HT. a TREES PLANTED "MUST MEET OR EXCEED FLORIDA NO. 1, AS ESTABLISHED IN THE LATEST PUBLICATION DACTYLIFERA PALM PREWUM, QUALITY EROSION. CLEAR TRUNK BY THE STATE OF FLORIDA DEPT. OF AGRICULTURE, GRADES AND STANDARDS FOR NURSERY PLANT MATERIAL. 11. PLANT MIX OF 8" SHALL BE TILLED INTO EXISTING SOIL TO A DEPTH OF 24". REFER, 7_3 SHRUB 2. IRRIGATION (100% COVERAGE) SHALL BE PROVIDED IN ALL NEWLY PROPOSED PLANTING AREAS IN -MULTI—TRUNK TREE STAKES _,Lk4R�Ns CUTS WASHINGTONIA CNAN -20' CT AND TREE PLANTING DETAIL FOR EXTENT OF PLANT MIX TO BE PROVIDED. PLANT Y�X S�� WR ROSUSTA WASH,�NG70` 15' 2 pmam u,' mmm ACCORDANCE WITH CITY OF OCOEE LAND DEVELOPMENT CODE, CONSIST OF 1/3 PEAT MOSS AND 2/3 EXISTING SOIL. ----------- 7- 3. IN THE EVENT OF DISCREPANCY BETWEEN THE PLANT LIST AND ACTUAL NUMBER OF PLANTS 12� ALL PLANT MATERIALS SHALL RECEIVE A SLOW RELEASE FERTILIZER �N QUANTITIES AS '_'��,REICITED SHOWN ON THE PLAN, THE PLAN SHALL CONTROL. THE LANDSCAPE CONTRACTOR SHALL NOTIFY Cy C�RCINALLIS PALV CYCAS OBE EN, BY THE MANUFACTURER. 10 GAL. 22 SPECWEN FLORIDA ENGINEERING GROUP, INC. OF ANY DISCREPANCIES PRIOR TO ISSUANCE OF BIDS. PLANT 80 THAT TOP OF ROOT 13, ALL PLANT MATERIAL SHALL BE SET SACK 2 FEET FROM THE BACK OF CURBS OR PA%/EMENT. SET FALL IS EVEN WITH THE 4. ALL PLANTING BEDS AND TREE SAUCERS TO HAVE ORGANIC MULCH TO A DEPTH OF 3" MIN. FINISHED GRADE SPIREAC> TREES 3 FEET BACK FROM CURB. PINUS SLASH 3" CAL. 29 5. A TWELVE MONTH WARRANTY IS TO BE PROVIDED FOR ALL NEW PLANT MATERIAL STARTING FROM PAINT ALL CUTS OVER I' DL4M, RE ELUOTTII 12'- 14' HT. TIME OF FINAL ACCEPTANCE BY OWNER. REPLACEMENT OF DEAD OR UNHEALTHY MATERIALS SHALL 14. PIN ALL SOD ON 3:1 OR GREATER SLOPES. 2 STRAND TWISTED 12 CvUrsE BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR WITHIN THIRTY DAYS OF NOTIFICATION IN GALV. WIRE ENCASED N 1' 3" CAL, 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF THERE ARE ANY INVA&VE OR RUMaER HOSE TO 7ABEBUIA 45 GAL. 6 CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN. CARAISA EXOTIC TREES LOCATED ON THE SITE AND IS REQUIRED TO REMOVE ALL INVASIVE SPECIES PER THE HARDWOOD STAKES I TRUVP�7 12' HT. LOCAL JURISDICTION INVASIVE SPECIES LIST LOCATED IN THEIR CODE OF ORDINANCES. 3 STAKES 211 x 211 6. CALIPER OF TREES SHALL BE MEASURED AT 6" ABOVE ROOT BALL. ALL TREES SHALL BE INSTALLED DRIVEN (MIN 16"1 FORM SAUCER PLUMBAGO IN AN UPRIGHT POSITION. CALIPER OF TREES SHALL TAKE PRECEDENCE OVER HEIGHT OR SPREAD. INTO SU5GRACE PRiOR C�4 PLUMad,1,30 3 GAL. 24" HT. X FULL 16. PLANT SIZES SHOWN ON THE PLANT LIST ARE ABSOLUTE MINIMUMS. WHEN MORE THAN ONE SIZE TO MACKFILLING. PA AURiCULATA 36" D.C. CRITERIA ARE LISTED THEN THE PLANT MATERIAL SHALL COMPLY WITH EACH OF THE CRITERIA, NOT 7. ALL DISTURBED AREAS WITHIN PROJECT LIMITS SHALL BE FULLY SODDED ASIDE FROM DEFINED PLANTING STAKE ABOVE FIRST 5RANCI-E BEDS. SOD SHALL BE FREE OF WEEDS AND NOXIOUS PESTS OR DISEASES. JUST ONE. THESE ARE GENERALLY MINIMUMS DICTATED BY THE JURISDICTION, DIFFERENT PLANTS GROW OR AS NECESSARY FM FIW AT DIFFERENT RATES BUT ALL MINIMUMS MUST BE MET. SUPPORT HAMELIA FIREBUSH =3 GAL. 24"-30" X FULL 8. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OCCURRING ON SITE OR SPECIFIED PLANTING MIX HP PATENS I 36" D.C. ADJACENT AREAS, INCLUDING BUT NOT LIMITED TO BUILDINGS, PAVING, UTILITIES, ETC., WHICH IS 17. WHEN THERE ARE EXISTING TREES OR VEGETATION TO REMAIN, CONTRACTOR SHALL EMPLOY A WATER 4 TAMP TO CAUSED BY PREPARING OR INSTALLING ANY AND ALL PLANT MATERIAL, CERTIFIED TREE SURGEON TO PRUNE AND TRIM ALL EXISTING PLANT MATERALS TO PROVIDE A Rr=MOVrz AIR POCKETS P1 710SPORUM MOCK -ORANGE BALANCED APPEARANCE WHILE ALSO ELIMINATING ANY INTERFERENCE WITH NEW CONSTRUCTION. TREE PLANTING VERTICAL STAKES PT TOBIRA VARIEGATED 3 GAL. 24"-30" X FULL VARIEGATA P170SPORUM 36" D.C. NOT VALID FOR 11/10/2014 /1\ REVISED PER CITY OF OCOEE COMMENTS DATED 11/3/2014. HA JAA INSPIRED LIVING CONSTRUCTION UNLESS 11/10/2014 2 REVISED PER NEW BOUNDARY SURVEY DATED 10/6/2014. HA JIM 5127 S. Orange Avenue, Suite 200 SIGNED IN THIS BLOCK 11/19/2014 REVISED PER CITY OF OCOEE COMMENTS DATED 11/19/2014. HA JAA ASSISTED LIVING FACILITY & MEMORY CARE FLORIDA Orlando, FL 32809 SITE LANDSCAPE PLAN AND DET A3 3 ENGINEERING Phone- 407-895-0324 PRELIMINARY SITE PLAN FEG GROUP Fax: 407-895-0325 1060 TOMYN BOULEVARD DESIGNED BY DRAWN BY CHECKED BY 0 KR ROSA KNOCKOUT 3 GAL. 18N18" FULL, RED/ X 30" O.C. `KNOCKOUT' ROSE DK. PINK Vs VIBURNUM SANDANKWA 30" HT, X FULL S SPENSUM VIBURNUM 36" O.C. LOROPETALUM 3 GAL 24" HT. LC CHINENSE LORPETALUM 36" O.C. X FULL MU MUHLENBERGIA PINK MUHLY 3 GAL. 18" HT. 36" O.C. X CAPILARIS GRASS NF NANDINA DOMESTICA FIRE POWER 3 GAL 24" HT. 36" O.C. X 'FIRE POWER' NANDINA RS RHODODENDRON KURUME 3 GAL. 24'-30" XX FULL KURUME AZALEA 36" O.C. NO NERIUM DWARF 3 GAL. 24"-30" X FULL OLEANDER OLEANDER 36" O.C. HR HIBISCUS CHINESE 10 GALLON X FULL ROSA-SINENSIS HIBISCUS 36" D.C. PS PHILODENDRON SPLIT LEAF 3 GAL 24"-30" X FULL SELLOUM PHILODENDRON 36" D.C. 0 Pm PODOCARPUS YEW 3 GAL 24"-30" X FULL MACROPHYLLUS PODOCARPUS 36" O.C. SR STRELITZIA BIRD OF 7 GALLON X REGINAE PARADISE VO VIBURNUM MS. SHILLERS 3 GAL 30" O.C. XX OBOVATUM DELIGHT VIBURNUM CHINESE 3 GAL. CH HIBISINENCUS SSE HIBISCUS 36" O.C. XX ROSA- coo XANADU 3 GAL, DODO PX PHILODENDRON PHILODENDRON 30" O.C. X DODO XANADU 1 GAL. HE HEMEROCALLIS DAYLILY 12" O.C. X SPP. LIRIOPE MUSCARI LM EVERGREEN E.G. LIRIOPE 1 GAL. 18 O.C. X GIANT RAPHIOLEPIS INDIAN 3 GAL RI INDICA HAWTHORN 12"X15" X ALBA 30" O.C. ic JUNIPERUS CHINENSIS PARSONS JUNIPER 3 GAL. X FULL 24" O.C. . . .2 Zp ZAMIA PUMILA COONTIE 3 GAL. 24" O.C. X FULL V r 7 1 GS GELSEMIUM SEMPERVIRENS YELLOW JASMINE 1 GAL. 18" O.C. X ILEX SCHELLINGS 3 GAL 000 IV VOMITORIA DWARF 12"X15" X 0 0-0 36" O.C. 4`" POTS FL ANNUALS FLOWERS B" O.C. X SOD BAHIA HYBRID PROJECT NFLORIDA ENGINEERING GROUP, INC. 14-083 CERTIFICATE No. EB-0006595 SCALE AILS 1 =40' DATE OCTOBER 3, 2014 STATE SHEET NO. APPROVED BY n1n1Z A Engineering the Future www.feg-inc.us ' � N6�1321 DATE REVISIONS BY CHECKED OCOEE, FLORIDA RTA RTA RTA RTA SHEET 10 OF 10 1 LICEN� I 14-083_Landscape&Irrigation.dwg ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. December Calendar PROJECT STATUS UPDATE _ Current Projects PROJECT NO. TYPE OF SUBMITTAL DATE I RECEIVED REVIEW ER li NUMBER STATUS DRC Meeting on 06102114; Scheduled for P 19th JPA Amendment JPA-14-001 JPA Amend 5/1/2014 MR 1st t& Z on O6/10/14; on hold Approved by City Commission on 12/03113; Pending final plans and Development All Sports Memory Care _ LS-2013-002 Site Plan 1012912013 AF 3rd ',Agreement; on hold pending financing _ Preliminary/Fin (,Comments due 09105114; DRC on 09/03114; al SubdiWsion 'Scheduled for P & Z on 09/09/14 & City Arden Park North Phase 2 LS-2013-003 Plan 08121/14 AF list Commission on 10/07114 - Approved 'Comments sent 01113I14; 18th JPA IAmendment approved by City Commission JPA-13-001 & CPA- JPA & CPA on 02/18/14, sent to Orange County; CPA on Casa Mlrella 2013.ON Amendment 12/13/13 MR isl hold DRC Meeting on 09103/14; Scheduled for P Preliminary/Fin I& Z on 09109114 & City Commisslon on Casa Missile LS-2014-002 al Site Plan 07/29114 LS-99-014 FSP Revision 01117113 MR :10107114 -Approved & Under Construction 1st Comments sent 011=13 Christ Medical AF -- _-- Rezoning to Crystal Investments RZ-144)8-0.4 PUD 11/77M4 AF Comments due 12118114 _ _ -- _2nd -Comments sent 01121/14; TSRC Meeting held 01130/14; Comments sent O4128/14; Small Scale TSRC on 05106114; Comments sent Family Dollar Store (Silver Star Rd) SS-2013-009 Site Plan M04114 AF 4th 08122114; Approved 09/05/14 _ _ _ Preliminary / On hold pending receipt of the Joinder & FM Warehouse Complex LS-2007-023 Final Site Plan 05/11/09 BH 4th Consent Forms AX-07-1349, RZ-13-Annex, Fax & _ 07-05 & 1-13-5E- Special Comments due 06/18114; on hold pending Heaven Bound Church 011 8 Exception 06103/14 AF 2nd resubmittal Preliminary Site' Comments sent 11/20/14; DRC Mtg on Inspired Living Assistetl LIWn Facill' LS-2014-003 Plan 11117114 MR 2nd 12102114; Scheduled for P & Z on 12/09/14. Pnliminary/Fin Ins iced LivingAssisted LivingFacilityLS-2014-003 al Slte Plan 11/26/14 MR 1 at Comments due 12/18/14 Current Project Report Dec 2014/Review 12/4/2014 1 of 3 Current Projects PE OF DATE I REVIEW I NSUB- I UMBER BMITTAL RECEIVED ER MIMBE STATUS Special on 09/09114 & City Commission 10/07/14 - Community College Charter School 14 6022 Exception O8/14114 MR let Approved _ Comments sent out 11/26/14; DRC Mtg on Preliminary/Fin 12102/14; Scheduled for P & Z on 12/09/14 CommunityCole Charter School IS-2014-006 al Site Plan 11112/14 MR let and City Commission on 01106115. fall Farms Business Center LS-2009-003 Final Ste Plan 12/10109- AF 2nd Staff Comments sent out 1/11/10 Comments given on 10108114; DRC Mseting Annexation & on 10/08114; Scheduled for P & Z on AX-08-14-07 & RZ- Rezoning to 10/14/14. City Commission on 12102114 - IrmickReserve 14-08-07 PUD 09118/14 AF _ 2nd Approved -- Small Scale lurs SS-2014-005 Site Plan 111=14 MR 2nd Comments due 121IW14 _ Commerce Center SS-2007-006 Final Site Plan 09119111 AF 6lh Staff comments sent out 09128111 Small Scale e Health Care Center Addition SS-2013-002 Site Plan 04/24/13 AF list Comments sent 05/09113 Comments Santa 10112/13; DRC meeting held 11105/13; Scheduled for P & Z on 12110/13; Continued to 01/14/14-Cancelled; PUD Land Use DRC Meeting on 10108114; Scheduled for P Plan 1& Z on 10/14114 and City Commission on e_P_I_ne_s_ RZ-13-10-08 Amendment 07/28114 AFWrd'12/02114-Approved. DRC Meeting on 10108/14; Scheduled for P AX-09-14-18 & RZ- Annexation 8 & Z on 10/14/14 & City Comm lesion on e_ Pines (Parcels A-D) _ 14-09-09 Rezoning 09/18114 AF let 12/02H4-Approved. DRC Meeting on 10108H4; Scheduled for P AX-09-1449 & RZ- Annexation & & Z on 10/14/14 & City Commission on e Pines (Parcels E-F) 14-09-10 Rezoning 09118114 AF tat 12/02/14-Approved. Rezoning to e-Silver Star Commercial _ RZ-14-08-08 PUD 10/28/14 AF r 3rd Comments due 11/12/14 - on Hold. Comments sent 03105114; Scheduled for P & Preliminary/Fin Z on 03/11114 and City Commission on at Subdivision 04/01/14 Approved; Approved For Place at Manuira I5-2013.004 Plan namAH4 MP dfh Cnnatmtlinn nn n9129114 Current Project Report Dec 2014/Reviev, 12/4/2014 2 of TYPE OF DATE REVIEW SUB - Current Projects PROJECT NO. SUBMITTAL RECEIVED ER NUUMBEMBE R r Small Scale SS-2014-003 Site Plan 07/24/14 AF 2nd Comments sent 0SIM14 Annexation with AX-05-010-21 Initial Zoning of Road_AX & RZ RZ-10-05-04 PUD 0524/10 AF Small Scale Site at the Village SS-2006-005 Plan 0423110 AF Small Scale Liquor Store Addition SS-2014-M Site Plan 09/19114 AF Bay Commercial IRZ-14-03-03 PUD Rezoning 06/04/14 MR AX:GM0-26 Annexation & Winds Services LLC RZ-00-11d2 Rennin. n1m711A AF tat !Staff comments sent out 6117/10 3rd Staff comments sent out 524110 2nd Approved on 09/29/14 DRC Meeting on 06102114; Scheduled for P & Z on 06110114; Scheduled for City 3rd Commission on 10107/14-Approved Current Project Report Dec 2014/Review 12/4/2014 3 of 3 Sun Mon Tue Wed Thu Fri Sal 1 2 3 4 5 6 City Commission Meeting @ 7:15pm / HRDB @ 7:00 pm Comm. Chambers Comm. Conference Room 1:00 pro 7 8 9 10 11 12 13 Planning and Zoning ��+✓• Commission @ 7:00 pm / AlIkk Comm. Chambers 16 17 18 19 20 City Commission Meeting CANCELLED Violations Hearing Food Truck Friday Board (as needed) ' 2 • 23 24 25 26 27 Code Enforcement Board @ 700 pm/Comm. Chambers CANCELLED Ffretl)e of r Christmas Esro CA _�• _e 28 9 30 31 01/06 Agenda ltema duero O1/005tafr Heporta due to New Pear}Eve City Clerk Ciry Manager I fiaNy Release